<data xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance">
<row _id="1"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,212</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>EAST RIVER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N HICKORY CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GROSSE ILE T       S/GROH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,020</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>65</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.17</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.1</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15072</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15072 42.1)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,676.05</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,690,910</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.96</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="2"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,301</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WOODS DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>PLYMOUTH TW S/PLYMOUTH RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,933</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,935</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,973</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>47.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.45486</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.45486 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,384.31</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,710,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>K</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>2</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="3"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,345</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MT ELLIOTT - MOUND</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GTW RR AND CANIFF</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>MT ELLIOTT - MOUND RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>4 Highway-railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,996</Year Overlaid - B.W.02><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>16</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,575.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>16</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03806</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03806 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>94,687.55</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,707,516</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="4"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,135</Structure Number - Item 8/B.ID.01><Structure Name>82022-S29</Structure Name><Facility Carried - Item 7/B.F.03>SCHAEFER HWY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,978</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,978</Year Overlaid - B.W.02><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>337</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>79.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.17535</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.17535 42.31)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>26,858.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,528</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="5"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,527</Structure Number - Item 8/B.ID.01><Structure Name>82122-S39</Structure Name><Facility Carried - Item 7/B.F.03>FARMINGTON LFT TRN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>176</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.37166</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.37166 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,931.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,803,806</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="6"><Owner - Item 21 + 22/B.CL.01 + 02>Southfield</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,295</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BEECH RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,952</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,022</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,022</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>54.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.29858</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.29858 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,591.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>684,801</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.71</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="7"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,255</Structure Number - Item 8/B.ID.01><Structure Name>82025-S10</Structure Name><Facility Carried - Item 7/B.F.03>NOTTINGHAM RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,958</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>164.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.95395</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.95395 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,205.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,381</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="8"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,589</Structure Number - Item 8/B.ID.01><Structure Name>82123-S41</Structure Name><Facility Carried - Item 7/B.F.03>I-96EB TO I-94EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>7 3d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>13</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,044.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>13</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>18</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09725</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09725 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>29,443.62</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="9"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,151</Structure Number - Item 8/B.ID.01><Structure Name>50111-S05</Structure Name><Facility Carried - Item 7/B.F.03>10 MI RD S INT</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W LTS OF ST CLAIR SHORES</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,979</Year Overlaid - B.W.02><Year Painted - B.W.02>1,990</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>182.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.916466</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.916466 42.48)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,219.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>801,002</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="10"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,353</Structure Number - Item 8/B.ID.01><Structure Name>82102-R03</Structure Name><Facility Carried - Item 7/B.F.03>M-14 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.5 MI W OF PLYMOUTH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,006</Year Overlaid - B.W.02><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>321</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.48751</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.48751 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>20,447.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,205</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.52</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="11"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,076</Structure Number - Item 8/B.ID.01><Structure Name>63174-S13</Structure Name><Facility Carried - Item 7/B.F.03>NB CROOKS RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TROY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,990</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,020</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>281.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.169</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.169 42.6)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,808.98</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>659,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.64</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="12"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,015</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>KING ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BLAKELY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>RVRVW/TRENTONE/ALLEN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,933</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>37.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.16</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21673</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21673 42.16)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,349.66</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,206</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.56</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="13"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,847</Structure Number - Item 8/B.ID.01><Structure Name>82252-S07</Structure Name><Facility Carried - Item 7/B.F.03>7 MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>220</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>70.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.43</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09465</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09465 42.43)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,444</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,700,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>17.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="14"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,152</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MERRIMAN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>E N HINES DRIVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WESTLAND         N/WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,024</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>73.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.350136</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.350136 42.34)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,634.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,000</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.56</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-01-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="15"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,203</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>18 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GIBSON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI EAST OF DEQUINDRE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>25.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08235</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08235 42.59)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,105.93</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>805,207</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="16"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,908</Structure Number - Item 8/B.ID.01><Structure Name>63101-S11</Structure Name><Facility Carried - Item 7/B.F.03>M-10 SB NWESTERN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD (I-696)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,988</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,988</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>296.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2953</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2953 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,781.11</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="17"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,333</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>29 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI EAST OF BATES ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>45</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.76</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.818344</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.818344 42.76)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,975.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>815,710</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="18"><Owner - Item 21 + 22/B.CL.01 + 02>New Haven</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,419</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CLARK</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SALT RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.15 MI W OF M-19</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,007</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>43</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.73</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.78727</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.78727 42.73)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,145.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>822,108</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="19"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,842</Structure Number - Item 8/B.ID.01><Structure Name>82252-S02</Structure Name><Facility Carried - Item 7/B.F.03>MILWAUKEE AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,021</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>175.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05971</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05971 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,588.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,705</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="20"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,924</Structure Number - Item 8/B.ID.01><Structure Name>63102-S08</Structure Name><Facility Carried - Item 7/B.F.03>SOUTHFIELD RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LATHRUP VILLAGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>130</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>106</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22184</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22184 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,780</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>87.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>611,304</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="21"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,142</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NOVI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET 8 AND 9 MILE RDS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>52.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>2</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>2 Concrete Continous</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>01 Slab</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4742</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4742 42.44)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,990.56</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>621,910</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.88</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="22"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,665</Structure Number - Item 8/B.ID.01><Structure Name>82191-S22</Structure Name><Facility Carried - Item 7/B.F.03>CHAMPAIGN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>146.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.25</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19132</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19132 42.25)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,706.32</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>6,703,134</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.59</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="23"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,207</Structure Number - Item 8/B.ID.01><Structure Name>82024-R01</Structure Name><Facility Carried - Item 7/B.F.03>I-94</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GTW,NS,CR RR &amp; RUSSEL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>4 Highway-railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,000</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>29</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>2,184</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>132.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>29</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05007</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05007 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>289,598.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>126</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>28.75</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="24"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,046</Structure Number - Item 8/B.ID.01><Structure Name>63174-C02</Structure Name><Facility Carried - Item 7/B.F.03>I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER (SPRAGUE DR)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI EAST OF COOLIDGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,020</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.75</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>141.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>4 Low Slump Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.17947</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.17947 42.61)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,344.98</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>141.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.83</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="25"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,981</Structure Number - Item 8/B.ID.01><Structure Name>82293-S18-1</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SCHOOLCRAFT RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI W OF LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>293.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43668</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43668 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,665.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>21.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="26"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,089</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SIX MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TARABUSI DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>LIVONIA     E/MIDDLE BELT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>79.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>84.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.33047</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.33047 42.41)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,718.71</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>61.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,680,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.27</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="27"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,409</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MT VERNON RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>STONY CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.25 MI NORTH OF 26 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,016</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,016</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>45</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>18</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.72</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09179</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09179 42.72)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>810</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>18</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,909,604</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.52</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="28"><Owner - Item 21 + 22/B.CL.01 + 02>Novi</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,274</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>9 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>THORNTON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI W OF NOVI RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4841</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4841 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>638.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>633,603</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.56</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>4</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="29"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,630</Structure Number - Item 8/B.ID.01><Structure Name>82191-B07</Structure Name><Facility Carried - Item 7/B.F.03>I-75  &amp; RAMP A</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANK &amp; POET DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.2</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24028</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24028 42.2)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,347.09</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>54.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-07-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="30"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,544</Structure Number - Item 8/B.ID.01><Structure Name>63174-S33</Structure Name><Facility Carried - Item 7/B.F.03>I-696W TO I-75N</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75N TO 11 MI EXIT RMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N OF I-696 AND I-75 INTCH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,022</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>370</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1121</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1121 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,725</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>607,606</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="31"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,665</Structure Number - Item 8/B.ID.01><Structure Name>82102-S07-3</Structure Name><Facility Carried - Item 7/B.F.03>RAMP B (EB)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-14</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.9 MI W OF PLYMOUTH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>220</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.47556</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.47556 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,206</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,778,202</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="32"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,957</Structure Number - Item 8/B.ID.01><Structure Name>82293-B04</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TONQUISH CR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3.5 MI SE OF PLYMOUTH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44311</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44311 42.33)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,949.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>18.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-31T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="33"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,896</Structure Number - Item 8/B.ID.01><Structure Name>82291-R03</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROMULUS (SW)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,997</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>190.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.21</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.394936</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.394936 42.21)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,751.95</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="34"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,648</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>11 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NOVI-LYON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>LYON TWP SEC  15/22</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,024</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>8 Gravel</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.60692</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.60692 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>596.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>656,603</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-01-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>9</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="35"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,569</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MONTE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FULLER DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI N OF SUGARBUSH RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,998</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>20</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.65</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.828224</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.828224 42.65)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>560</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06 xsi:nil="true" /><LRS Route ID Item 13/B.H.06>817,906</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="36"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,885</Structure Number - Item 8/B.ID.01><Structure Name>63081-S12</Structure Name><Facility Carried - Item 7/B.F.03>10 MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,020</Year Overlaid - B.W.02><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>165.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24196</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24196 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,002.24</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>633,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.76</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="37"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,274</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JEFFERSON AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>AUVASE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2MI WEST OF COTTON ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,983</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>55.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.65</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.813225</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.813225 42.65)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,600.28</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>821,205</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.96</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="38"><Owner - Item 21 + 22/B.CL.01 + 02>Pontiac</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,261</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SANDERSON AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>AUGUSTA DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.15 MI SW OF CASS AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>100</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.30171</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.30171 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,790</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>673,002</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="39"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,794</Structure Number - Item 8/B.ID.01><Structure Name>63022-R02-3</Structure Name><Facility Carried - Item 7/B.F.03>I-96 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN NOVI</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,008</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,008</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>108.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>67.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.48832</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.48832 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,321.08</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>657,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.72</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="40"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,935</Structure Number - Item 8/B.ID.01><Structure Name>63102-S20</Structure Name><Facility Carried - Item 7/B.F.03>SCOTIA ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 M WEST OF COOLIDGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>166.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>103</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.17276</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.17276 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,159.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>73</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>648,205</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.22</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="41"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,871</Structure Number - Item 8/B.ID.01><Structure Name>82252-S37</Structure Name><Facility Carried - Item 7/B.F.03>DAVISON RMP TO 75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEQUINDRE AVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT OVER DEQUINDRE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,003</Year Overlaid - B.W.02><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>351</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0776</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0776 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,934.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,586,201</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="42"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,125</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NORTHVILLE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTHVILLE  N OF SIX MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,922</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,991</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,996</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>64</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.469955</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.469955 42.41)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,968</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,679,402</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-31T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="43"><Owner - Item 21 + 22/B.CL.01 + 02>Troy</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,307</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>COOLIDGE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI N OF LONG LAKE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>38</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>91.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.188286</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.188286 42.59)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,492.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>693,006</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-01T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="44"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,180</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>OUTER DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DBN HTS S/E N HINES DRIVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,928</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,982</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>95.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>81</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26038</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26038 42.34)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,759.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,596,803</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.77</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="45"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,542</Structure Number - Item 8/B.ID.01><Structure Name>82123-R03</Structure Name><Facility Carried - Item 7/B.F.03>TURN RDWY 4TH LEVL</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR &amp; 3RD LEVL TRN RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>8 4th level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>4 Highway-railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,973</Year Overlaid - B.W.02><Year Painted - B.W.02>1,991</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>25</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,981.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>25</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21675</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21675 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>57,868.56</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,590,601</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="46"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,115</Structure Number - Item 8/B.ID.01><Structure Name>63191-S01</Structure Name><Facility Carried - Item 7/B.F.03>MEADOWBROOK RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN THE VILLAGE OF NOVI</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,008</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,008</Year Overlaid - B.W.02><Year Painted - B.W.02>2,008</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>287</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.45599</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.45599 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,168.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>656,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.22</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="47"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,279</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ASH ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SWAN CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>HURON             E/WALTZ</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.11</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.397385</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.397385 42.11)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>936.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,808</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="48"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,080</Structure Number - Item 8/B.ID.01><Structure Name>50061-S08</Structure Name><Facility Carried - Item 7/B.F.03>RAMP G AT MOUND RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,975</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>15</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,344.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>15</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>22</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04375</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04375 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>59,825.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,740,506</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="49"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,946</Structure Number - Item 8/B.ID.01><Structure Name>63102-S33</Structure Name><Facility Carried - Item 7/B.F.03>HARVARD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SOUTHFIELD,W/CENT PK BLVD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>175.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24943</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24943 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,879.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,413,505</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="50"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,400</Structure Number - Item 8/B.ID.01><Structure Name>82111-S14-1</Structure Name><Facility Carried - Item 7/B.F.03>US-12</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10 NB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,954</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,997</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>68</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>122</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>9</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06118</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06118 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,296</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>89.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,103</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.79</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="51"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,905</Structure Number - Item 8/B.ID.01><Structure Name>63101-S09-3</Structure Name><Facility Carried - Item 7/B.F.03>I-696 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>INKSTER RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,988</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,988</Year Overlaid - B.W.02><Year Painted - B.W.02>1,988</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>122.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.31902</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.31902 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,881.25</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>69.42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.69</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="52"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,269</Structure Number - Item 8/B.ID.01><Structure Name>82025-S22</Structure Name><Facility Carried - Item 7/B.F.03>8 MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT MACOMB CO LINE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,986</Year Overlaid - B.W.02><Year Painted - B.W.02>1,963</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>193</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.91718</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.91718 42.45)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,718.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>802,804</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.48</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="53"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,030</Structure Number - Item 8/B.ID.01><Structure Name>50013-S08</Structure Name><Facility Carried - Item 7/B.F.03>21 MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-53</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.0 MI N OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>207.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0136</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0136 42.64)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,923.82</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>817,708</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.26</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>19</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="54"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,198</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WB METRO PARKWAY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HARRINGTON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.75 MI WEST OF M-97</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,952</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>53.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.92861</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.92861 42.57)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,865.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>801,202</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="55"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,568</Structure Number - Item 8/B.ID.01><Structure Name>82123-S21</Structure Name><Facility Carried - Item 7/B.F.03>I-96 WB COLLECTOR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RAMP TO M-8</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,005</Year Overlaid - B.W.02><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>337.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1508</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1508 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,678.56</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,583,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="56"><Owner - Item 21 + 22/B.CL.01 + 02>Milford</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,243</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MONT EAGLE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SOUTHEAST OF HURON BRIDGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,989</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>37.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.58</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.590065</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.590065 42.58)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>927.42</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>660,207</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="57"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,207</Structure Number - Item 8/B.ID.01><Structure Name>50011-S12</Structure Name><Facility Carried - Item 7/B.F.03>M-53 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>VAN DYKE RD &amp; M-53 RMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI N OF 18 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>181.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>53.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02931</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02931 42.6)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,695.27</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>813,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.61</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="58"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,296</Structure Number - Item 8/B.ID.01><Structure Name>82053-S02</Structure Name><Facility Carried - Item 7/B.F.03>US-24 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HINES DRIVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>136.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>67.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27343</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27343 42.35)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,193.18</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,038</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>17.75</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="59"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,423</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BUNO ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>MILFORD TWP SEC 28</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,940</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>126</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>58.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.63128</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.63128 42.55)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,320.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>982,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.74</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="60"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,454</Structure Number - Item 8/B.ID.01><Structure Name>82112-S27-4</Structure Name><Facility Carried - Item 7/B.F.03>OUTER DRIVE WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>110</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.17625</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.17625 42.42)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,624</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>66</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,704,567</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.75</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="61"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,971</Structure Number - Item 8/B.ID.01><Structure Name>63103-S10</Structure Name><Facility Carried - Item 7/B.F.03>JOHN R RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN MADISON HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>200</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>70.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10472</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10472 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,040</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,806</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="62"><Owner - Item 21 + 22/B.CL.01 + 02>Bingham Farms</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,226</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BINGHAM ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANKLIN BRANCH</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI N OF 13 MI RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>43</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>20</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28105</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28105 42.52)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>860</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>613,007</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="63"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,811</Structure Number - Item 8/B.ID.01><Structure Name>82251-S09-4</Structure Name><Facility Carried - Item 7/B.F.03>M-3 WB  CONN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-375 &amp; I-75 RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT OVER I-375 NW</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>37.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04222</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04222 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,683</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>41.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>24.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="64"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,956</Structure Number - Item 8/B.ID.01><Structure Name>63102-S45</Structure Name><Facility Carried - Item 7/B.F.03>I-696 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-1 WOODWARD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT WOODWARD &amp; I-696</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,986</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>122</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>76.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14541111</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14541111 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,284.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>71.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,904,002</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.85</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="65"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,751</Structure Number - Item 8/B.ID.01><Structure Name>82194-S22</Structure Name><Facility Carried - Item 7/B.F.03>I-75 RAMP WB TO SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RAMP TO WB I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>202.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08397</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08397 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,297.75</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,590,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="66"><Owner - Item 21 + 22/B.CL.01 + 02>Auburn Hills</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,687</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HAMLIN ROAD WBOUND</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET SQUIRREL AND ADAMS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,989</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>64</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.65</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21245</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21245 42.65)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,560</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,462,959</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.35</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="67"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,020</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PENNSYLVANIA ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BLAKELY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BTWN/TAYLORE/TELEGRAPH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,967</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>59.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.18</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26451</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26451 42.18)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,626.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,307</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.79</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>4</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="68"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,208</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>23 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE BR CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1MI EAST OF ROMEO PLANK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,006</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>86.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.67</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.939545</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.939545 42.67)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,202</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>76.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>807,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="69"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,294</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HOLMES ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NEWLAND DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.6 MI SOUTH OF BORDMAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>25.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.88</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.95582</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.95582 42.88)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>678.58</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>819,909</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="70"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,235</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ARMADA CENTER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI WEST OF COON CREEK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,927</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.85</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.92645</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.92645 42.85)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>722.61</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>23</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>824,306</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="71"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,180</Structure Number - Item 8/B.ID.01><Structure Name>82023-S12</Structure Name><Facility Carried - Item 7/B.F.03>SCOTTEN AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>6</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>264.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>67.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>6</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11162</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11162 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,907.24</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>43.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,306</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.41</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="72"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,495</Structure Number - Item 8/B.ID.01><Structure Name>82122-S09</Structure Name><Facility Carried - Item 7/B.F.03>MERRIMAN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>176.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.35333</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.35333 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,837.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,000</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.57</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="73"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,463</Structure Number - Item 8/B.ID.01><Structure Name>82112-S33</Structure Name><Facility Carried - Item 7/B.F.03>NEWJERSEY TRN(M10)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT @ FORRER AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>156.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20228</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20228 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,493.15</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,040</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="74"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,866</Structure Number - Item 8/B.ID.01><Structure Name>63053-B01</Structure Name><Facility Carried - Item 7/B.F.03>US-24</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON R</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3.6 MI SE OF M-15</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,012</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>39.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>83.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.37222</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.37222 42.68)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,288.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>689,103</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="75"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,280</Structure Number - Item 8/B.ID.01><Structure Name>82194-S43</Structure Name><Facility Carried - Item 7/B.F.03>RAMP D FROM I-75SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT - GHIB</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,026</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>487</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.098816</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.098816 42.31)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>20,064.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>2,000,026</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="76"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,316</Structure Number - Item 8/B.ID.01><Structure Name>82062-S04</Structure Name><Facility Carried - Item 7/B.F.03>SCOTTEN AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>US-12</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,941</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,999</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>140.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>25 Girder- Thru</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10124</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10124 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,834.43</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,306</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.28</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="77"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,206</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GREENFIELD ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR &amp; FULLERTON RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DETROIT            N/I-96</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>4 Highway-railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,993</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,993</Year Overlaid - B.W.02><Year Painted - B.W.02>1,993</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>8</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>545.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>103</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>8</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.198044</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.198044 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>56,186.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>81</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,651,002</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.8</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="78"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,120</Structure Number - Item 8/B.ID.01><Structure Name>63191-S05-4</Structure Name><Facility Carried - Item 7/B.F.03>I-96 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ I-96/I-696 INTERCHANGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>287.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43172</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43172 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,756.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>639,107</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.78</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="79"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,771</Structure Number - Item 8/B.ID.01><Structure Name>82195-S13</Structure Name><Facility Carried - Item 7/B.F.03>I-75 W S RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,998</Year Overlaid - B.W.02><Year Painted - B.W.02>1,990</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>228</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.064995</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.064995 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,931.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,004</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="80"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,373</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>29 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.6 MI EAST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.76</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.8687</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.8687 42.76)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>930.16</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>815,710</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.63</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="81"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,174</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JACKSONBLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WHITE LAKE CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WEST OF ORMOND RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,981</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,014</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>37.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.56015</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.56015 42.68)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,413.72</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>649,302</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="82"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,125</Structure Number - Item 8/B.ID.01><Structure Name>50062-S14</Structure Name><Facility Carried - Item 7/B.F.03>BARKMAN AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROSEVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>202</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>58.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.952675</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.952675 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,796.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>805,903</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.61</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="83"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,786</Structure Number - Item 8/B.ID.01><Structure Name>82211-B01-2</Structure Name><Facility Carried - Item 7/B.F.03>M-85 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MARSH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>.5 MI SW OF TRENTON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,958</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,017</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>38</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.11</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.219536</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.219536 42.11)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,767</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.26</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="84"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,809</Structure Number - Item 8/B.ID.01><Structure Name>63022-S13</Structure Name><Facility Carried - Item 7/B.F.03>ORCHARD LAKE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-5</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.0 MI NW OF WAYNE CO LIN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,957</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>143</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>58.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.35575</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.35575 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,394.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>633,806</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.78</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="85"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,042</Structure Number - Item 8/B.ID.01><Structure Name>50015-S05</Structure Name><Facility Carried - Item 7/B.F.03>M-53 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>29 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3.0 MI S OF ROMEO</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,990</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>178.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>50.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.76</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.01319722</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.01319722 42.76)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,029.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>813,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>15.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>19</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="86"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,505</Structure Number - Item 8/B.ID.01><Structure Name>82122-S19</Structure Name><Facility Carried - Item 7/B.F.03>US-24 TELEGRAPH RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W LTS OF DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>7 3d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>7</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>900</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>89.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>7</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27604</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27604 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>80,280</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>87.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,038</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>20.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="87"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,312</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SASS ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FISH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI NORTH OF 23 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,999</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>20</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.78743</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.78743 42.68)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>722</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>814,708</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.99</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="88"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,587</Structure Number - Item 8/B.ID.01><Structure Name>82123-S39</Structure Name><Facility Carried - Item 7/B.F.03>I-96</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RAMP FROM I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>55.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>145.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.100525</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.100525 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,130.06</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>143.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="89"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,009</Structure Number - Item 8/B.ID.01><Structure Name>63172-S07-4</Structure Name><Facility Carried - Item 7/B.F.03>M-24 CONN WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ M-24 (M-24 CONN TO I-75</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>246.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.69</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.251045</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.251045 42.69)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,222.45</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,408,159</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="90"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,172</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BEECH-DALY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DBN HTS          N/WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,021</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,997</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>90.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2929</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2929 42.34)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,663.07</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,596,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="91"><Owner - Item 21 + 22/B.CL.01 + 02>Novi</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,248</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CRANBROOKE DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COURTER DITCH</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI S OF TEN MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>42</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>76</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>9 Other</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44281</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44281 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,192</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,403,785</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.93</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="92"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,137</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>11 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NOVI-LYON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>LYON TWP SEC 14/23</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,021</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>22</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>8 Gravel</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.59289</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.59289 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>488.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>22</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>656,603</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.92</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="93"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,436</Structure Number - Item 8/B.ID.01><Structure Name>82112-S11</Structure Name><Facility Carried - Item 7/B.F.03>GLENDALE AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,955</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>169.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>67.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10721</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10721 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,522.63</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,584,707</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="94"><Owner - Item 21 + 22/B.CL.01 + 02>Gibraltar</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,996</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>STOEFLET ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>E GIBRALTAR WATERWAY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GIBRALTAR,  W/BAYVIEW</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,992</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.09</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19143</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19143 42.09)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,014.13</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,698,403</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.48</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="95"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,915</Structure Number - Item 8/B.ID.01><Structure Name>82291-S18</Structure Name><Facility Carried - Item 7/B.F.03>I-275 TO I-94 RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROMULUS (WEST)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,022</Year Overlaid - B.W.02><Year Painted - B.W.02>1,992</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>363.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.411514</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.411514 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,438.89</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="96"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,124</Structure Number - Item 8/B.ID.01><Structure Name>82022-S14</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>US-24(TELEGRAPH RD)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR,US-24</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>246</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>75.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>12 Arch- Thru</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27023889</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27023889 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,597.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>72.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,588,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.72</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="97"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,804</Structure Number - Item 8/B.ID.01><Structure Name>63022-S09</Structure Name><Facility Carried - Item 7/B.F.03>HAGGERTY RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-5</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>E LTS OF NOVI</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,957</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>214</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4355</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4355 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,447.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>31.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>639,005</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.89</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="98"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,382</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>31 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>200 FT EAST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,977</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>36.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.79</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.882126</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.882126 42.79)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,324.87</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,408,230</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="99"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,161</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MIDDLE BELT ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BELL CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>LIVONIA       N/FIVE MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>73.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.42</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.33503</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.33503 42.41)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,763.87</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>76</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,403</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>20.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="100"><Owner - Item 21 + 22/B.CL.01 + 02>Birmingham</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,231</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ADAMS RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GRAND TRUNK RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1 MI N OF M-1 (WOODWARD)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,006</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>166.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20629</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20629 42.56)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,995.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,415,861</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.39</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="101"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,513</Structure Number - Item 8/B.ID.01><Structure Name>63022-V01</Structure Name><Facility Carried - Item 7/B.F.03>I-96</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON VALLEY TRAIL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3.4 MI E OF LIVINGSTON CO</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>3 Pedestrian-bicycle</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,011</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.60572</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.60572 42.52)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,743.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>132</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>657,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.42</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="102"><Owner - Item 21 + 22/B.CL.01 + 02>Birmingham</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,233</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>REDDING ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI W OF WOODWARD AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,988</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>25.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22665</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22665 42.56)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,054.13</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,410,091</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.68</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="103"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,520</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ELIZABETH STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE RIVER &amp; PKWY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WAYNE      N/MICHIGAN AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,956</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>145</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>07 Frame- Rigid exc Culv</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.29</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.38871</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.38871 42.29)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,945.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,599,304</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.85</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="104"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,196</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JEFFERSON AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BROWNSTOWN    COUNTY LINE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,023</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>175.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>50.08</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>6 Prestr Conc Contin</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.04</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21404</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21404 42.04)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,789.04</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,302,169</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="105"><Owner - Item 21 + 22/B.CL.01 + 02>Dearborn Height</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,331</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HANOVER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DBN HGT BET HURON-MAYFAIR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,977</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>47.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.236885</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.236885 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,059.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,646,505</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.7</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="106"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,943</Structure Number - Item 8/B.ID.01><Structure Name>82292-S01</Structure Name><Facility Carried - Item 7/B.F.03>HANNAN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROMULUS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,012</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,012</Year Overlaid - B.W.02><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>298</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.424736</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.424736 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,423.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,710,309</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.95</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-08-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="107"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,242</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NB &amp; SB MOUND RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BIG BEAVER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI N OF 14 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>36</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>97.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.54</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04779</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04779 42.54)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,520.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>96</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>812,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="108"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,207</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GUNN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET ADAMS AND ORION</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,958</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>8 Gravel</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.74</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.169426</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.169426 42.74)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>970.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>609,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.32</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>3</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="109"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,449</Structure Number - Item 8/B.ID.01><Structure Name>82112-S24</Structure Name><Facility Carried - Item 7/B.F.03>PURITAN AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>132.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>106.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.16498</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.16498 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,140.56</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>84</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,707,953</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-08-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="110"><Owner - Item 21 + 22/B.CL.01 + 02>Rochester Hills</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,279</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ROCHDALE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SARGENT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MILE N OF WALTON BLVD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15902</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15902 42.68)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>777</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>678,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="111"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,606</Structure Number - Item 8/B.ID.01><Structure Name>82124-S01</Structure Name><Facility Carried - Item 7/B.F.03>WARREN AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>256.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>103.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09645</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09645 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>26,501.42</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>81</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,628,604</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="112"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,427</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CHESTNUT</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEQUINDRE CUT GREENWAY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BETWN ORLEANS &amp; ST AUBIN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,929</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,929</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>65.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>50.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>42 Multi Str Encsd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03415</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03415 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,308.18</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,629,109</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>3</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>3</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="113"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,293</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MCPHALL ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST BRANCH COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI WEST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,000</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.88</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.88535</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.88535 42.88)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>969.24</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>822,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.77</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="114"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,219</Structure Number - Item 8/B.ID.01><Structure Name>82024-S12</Structure Name><Facility Carried - Item 7/B.F.03>FRONTENAC AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>201</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02627</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02627 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,220.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,587,703</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.87</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="115"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,340</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BATES ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.6 MI NORTH OF 29 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>23</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.77</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.82366</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.82366 42.77)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>920</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>817,201</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.67</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>4</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="116"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,757</Structure Number - Item 8/B.ID.01><Structure Name>63041-C05</Structure Name><Facility Carried - Item 7/B.F.03>M-59 (E HURON ST)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PONTIAC CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT E SIDE US-24 BR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>29.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.289</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.289 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,168</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>648,906</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>21.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="117"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,749</Structure Number - Item 8/B.ID.01><Structure Name>82194-S20</Structure Name><Facility Carried - Item 7/B.F.03>US-12</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 SB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>187.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>112.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08579</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08579 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>21,037.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>93.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,103</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="118"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,307</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MCKAY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N B CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI S OF SCOTCH SETTLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,006</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>58</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.88</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.00041</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.00041 42.88)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,366.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>821,905</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="119"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,655</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>21 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NORTH BR CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI WEST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>224</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.87823</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.87823 42.64)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,561.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>817,708</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="120"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,522</Structure Number - Item 8/B.ID.01><Structure Name>82122-S34</Structure Name><Facility Carried - Item 7/B.F.03>LFT TRN BEECH DALY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN REDFORD TWP</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>176.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>23.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.29642</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.29642 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,183.05</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,803,910</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="121"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,007</Structure Number - Item 8/B.ID.01><Structure Name>50011-B04-1</Structure Name><Facility Carried - Item 7/B.F.03>M-53 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PLUM CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3.2 MI S OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,015</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>56</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.58</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.030235</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.030235 42.58)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,528</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.87</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,210,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.52</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="122"><Owner - Item 21 + 22/B.CL.01 + 02>Gibraltar</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,495</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HORSE ISLAND DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HORSE ISL &amp; ADAMS DR BYU</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST OF ADAMS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,925</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,999</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>45.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>23</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>11 Arch- Deck, Filled Sp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.09</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18614</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18614 42.09)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,055.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>19.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,698,310</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.28</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="123"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,156</Structure Number - Item 8/B.ID.01><Structure Name>82022-S55</Structure Name><Facility Carried - Item 7/B.F.03>RAMP J TO M-39</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94  EB RAMPS B &amp; G</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT VAN BORN IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>166</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22189</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22189 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,590.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,203</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="124"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,986</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MARLEY DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CANAL (WEST)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BROWNSTOWN   E/MILLEVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,002</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>45</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.05</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19208</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19208 42.05)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,345.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,709,809</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="125"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,486</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>S SERVICE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LAND</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DET,CONN TO EVERGREEN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>0 Other</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>250</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23729</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23729 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,925</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,002</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.59</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="126"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,068</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>E N HINES DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>PLYMOUTH T S/PLYMOUTH RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,932</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,977</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,013</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>99.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>51.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.45315</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.45315 42.37)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,164.46</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,689,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>3</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>2</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>2</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="127"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,139</Structure Number - Item 8/B.ID.01><Structure Name>82022-S33</Structure Name><Facility Carried - Item 7/B.F.03>US-12 (MICHIGAN AV</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94 RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,944</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,968</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,003</Year Overlaid - B.W.02><Year Painted - B.W.02>1,975</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>50.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>117.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>9</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.16191</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.16191 42.33)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,925.34</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>89.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,103</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.57</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="128"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,842</Structure Number - Item 8/B.ID.01><Structure Name>63043-S05</Structure Name><Facility Carried - Item 7/B.F.03>M-59 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST BOULEVARD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN PONTIAC</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>143.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26933</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26933 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,892.81</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>45.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>648,906</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>22.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="129"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,162</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>KENSINGTON</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTH OF BIG BEAVER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>32.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.212456</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.212456 42.56)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>882.32</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>616,302</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="130"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,345</Structure Number - Item 8/B.ID.01><Structure Name>82101-B03</Structure Name><Facility Carried - Item 7/B.F.03>M-14 (OLD)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,925</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,925</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>73</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>11 Arch- Deck, Filled Sp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.40896</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.40896 42.37)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,212</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,604,102</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>K</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="131"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,043</Structure Number - Item 8/B.ID.01><Structure Name>82111-S17-4</Structure Name><Facility Carried - Item 7/B.F.03>MLK JR BLVD WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,017</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>149</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>58.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0681</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0681 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,686.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,471</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.6</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="132"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,262</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PALMER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FELLOWS CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON             E/LOTZ</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>25.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.29</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43605</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43605 42.29)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,036</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.58</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="133"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,900</Structure Number - Item 8/B.ID.01><Structure Name>63101-S03</Structure Name><Facility Carried - Item 7/B.F.03>HALSTEAD RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.7 MI NE OF I-96</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,008</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>301</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>89.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.416885</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.416885 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>26,849.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>633,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.7</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="134"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,269</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SHELDON ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MOTT DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON           S/PALMER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.29</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.47658</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.47658 42.29)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>823.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,201</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="135"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,187</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>14 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BIG BEAVER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI W OF VAN DYKE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,011</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>44</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.54</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03568</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03568 42.54)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,247.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,407</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.84</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="136"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,230</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>INDUSTRIAL ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DIX ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DEARBORN         N/MILLER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,930</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,984</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>149</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>77.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>42 Multi Str Encsd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>2</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>1 Concrete</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>01 Slab</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.147644</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.147644 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,592.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,467</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.86</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>3</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="137"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,211</Structure Number - Item 8/B.ID.01><Structure Name>82024-S04</Structure Name><Facility Carried - Item 7/B.F.03>JOHN R ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,955</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,995</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,995</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>172.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>61.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.066765</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.066765 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,630.91</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,731</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.9</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="138"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,089</Structure Number - Item 8/B.ID.01><Structure Name>50061-S21</Structure Name><Facility Carried - Item 7/B.F.03>LFT TRN LANE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN W OF HOOVER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>196</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.00823</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.00823 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,507.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,803,410</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="139"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,838</Structure Number - Item 8/B.ID.01><Structure Name>82252-R08</Structure Name><Facility Carried - Item 7/B.F.03>I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CONRAIL RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>220.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>173.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>10</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08496</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08496 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>38,200.02</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>166.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.73</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="140"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,194</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DUTTON RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WEST OF LIVERNOIS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,023</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>45</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.42</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.71</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15751</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15751 42.71)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,133.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>626,101</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.82</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="141"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,259</Structure Number - Item 8/B.ID.01><Structure Name>82025-S14</Structure Name><Facility Carried - Item 7/B.F.03>MORANG AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>165.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.93345</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.93345 42.42)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,886.68</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,578,203</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="142"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,680</Structure Number - Item 8/B.ID.01><Structure Name>82192-S02-4</Structure Name><Facility Carried - Item 7/B.F.03>OUTER DRIVE S WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>104</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21708</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21708 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,122.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>67.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,662,401</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.34</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="143"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,878</Structure Number - Item 8/B.ID.01><Structure Name>63081-S07</Structure Name><Facility Carried - Item 7/B.F.03>9 MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10 RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD (RAMP E)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>117.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.222275</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.222275 42.46)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,507.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>684,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.87</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="144"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,591</Structure Number - Item 8/B.ID.01><Structure Name>82123-S43</Structure Name><Facility Carried - Item 7/B.F.03>GD RIV ENT TO I94W</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RAMP TO I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT OVER I94WB TO</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>149.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09764</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09764 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,637.71</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>21</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,705</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="145"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,105</Structure Number - Item 8/B.ID.01><Structure Name>63043-S14-2</Structure Name><Facility Carried - Item 7/B.F.03>SB ADAMS RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-59</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>ROCHESTER HILLS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>304</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.65</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.193375</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.193375 42.65)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,027.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,415,855</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.66</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="146"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,131</Structure Number - Item 8/B.ID.01><Structure Name>82022-S25</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>OAKWOOD BLVD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,996</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>98.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>75.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.29</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19601</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19601 42.29)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,481.46</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>72.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>19.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="147"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,293</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ARKONA ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BRADSHAW DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SUMPTER            W/KARR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,981</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>31.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.1</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.51137</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.51137 42.1)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>887.22</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.45</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="148"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,284</Structure Number - Item 8/B.ID.01><Structure Name>82052-R01</Structure Name><Facility Carried - Item 7/B.F.03>US-24</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CONRAIL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.5 MI N OF FLAT ROCK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,935</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,983</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,983</Year Overlaid - B.W.02><Year Painted - B.W.02>1,983</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>164.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>61.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.18</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.267044</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.267044 42.18)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,161.99</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>57.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,038</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="149"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,082</Structure Number - Item 8/B.ID.01><Structure Name>63174-S16-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ADAMS RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TROY (OVER ADAMS RD)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,017</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>153.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>92</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20854</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20854 42.61)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,094.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>88.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>15.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="150"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,600</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BRIDGEWATER DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MINNOW POND</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>250' N OF MINNOW POND</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,995</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>114</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.54</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4322</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4322 42.54)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,420</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,410,870</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="151"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,072</Structure Number - Item 8/B.ID.01><Structure Name>63174-S10</Structure Name><Facility Carried - Item 7/B.F.03>WATTLES RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TROY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,019</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>182.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.58</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15896</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15896 42.58)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,560.47</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>618,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.33</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="152"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,368</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>28 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>OVERFLOW N B CLINTON</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.5 MI WEST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,018</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.75</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.90948</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.90948 42.75)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>792</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,920</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.53</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="153"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,336</Structure Number - Item 8/B.ID.01><Structure Name>82081-S04</Structure Name><Facility Carried - Item 7/B.F.03>M-153 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HINES DRIVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN OVER HINES DR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,022</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,005</Year Overlaid - B.W.02><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>169.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2451</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2451 42.33)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,176.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>63.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,689,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>15.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="154"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,559</Structure Number - Item 8/B.ID.01><Structure Name>82123-S11-5</Structure Name><Facility Carried - Item 7/B.F.03>I-96 RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>W B SERVICE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,005</Year Overlaid - B.W.02><Year Painted - B.W.02>1,989</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>6</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>626</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>6</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21159</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21159 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,465.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,590,604</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="155"><Owner - Item 21 + 22/B.CL.01 + 02>Lincoln Park</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,505</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>AUSTIN ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N BR ECORSE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,968</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,990</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>51.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.26</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1663</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1663 42.26)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,377.62</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,662,201</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.57</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="156"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,736</Structure Number - Item 8/B.ID.01><Structure Name>82194-S08</Structure Name><Facility Carried - Item 7/B.F.03>GREEN AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,023</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>187</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>97.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.113815</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.113815 42.3)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,288.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>46</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,589,906</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.66</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="157"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,061</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JOY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UPPER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DETROIT       E/TELEGRAPH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,927</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,971</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,995</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>96.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.259026</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.259026 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,030.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,677,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.78</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="158"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,157</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JOHN R</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BARNARD DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET FOURTEEN AND MAPLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10753</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10753 42.55)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,227.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,806</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.79</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="159"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,517</Structure Number - Item 8/B.ID.01><Structure Name>82194-S40</Structure Name><Facility Carried - Item 7/B.F.03>RAMP A TO I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>US POE?</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>Not Applicable (P)</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,026</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>243.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10015</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10015 42.31)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,032.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>2,000,025</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="160"><Owner - Item 21 + 22/B.CL.01 + 02>Other Local Agencies</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,723</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ATWATER ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LAND</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W OF RENAISSANCE DR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>0 Other</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,977</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>8</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>163</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>8</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>03 Gir-Flr Bm Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05 xsi:nil="true" /><Longitude - Item 17/B.L.06 xsi:nil="true" /><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference /><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,824</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,708,755</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-07-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="161"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,405</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>INWOOD ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>STONY CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.6 MI EAST OF MT VERNON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,960</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>28.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>32.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.76</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07445</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07445 42.76)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>947.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>815,801</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>K</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>2</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="162"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,060</Structure Number - Item 8/B.ID.01><Structure Name>63174-S04-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>13 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN MADISON HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>111.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.115295</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.115295 42.52)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,228.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.41</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="163"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,036</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>COOLEY LAKE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>COMMERCE TWP SEC 3</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,023</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.79</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4846</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4846 42.61)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>833.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,416,312</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.47</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="164"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,329</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>28 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SALT RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI WEST OF GRATIOT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>57.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.75</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.77816</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.77816 42.75)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,329.68</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>822,109</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="165"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,213</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>26 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>YATES DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI EAST OF M-53</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,972</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>67.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.71</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.021095</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.021095 42.71)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,033.26</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>816,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.59</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="166"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,888</Structure Number - Item 8/B.ID.01><Structure Name>63081-S15-3</Structure Name><Facility Carried - Item 7/B.F.03>NORTHLAND DR EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>163.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20509</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20509 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,568.53</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>688,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.34</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="167"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,641</Structure Number - Item 8/B.ID.01><Structure Name>82191-R02-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GTW RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,006</Year Overlaid - B.W.02><Year Painted - B.W.02>1,965</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>213.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.2</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23366</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23366 42.2)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,624.85</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>51.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.69</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="168"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,115</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>E N HINES DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTHVILLE      E/SHELDON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,932</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,978</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.43</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.48106</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.48106 42.43)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,784.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,216</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.81</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="169"><Owner - Item 21 + 22/B.CL.01 + 02>Troy</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,313</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NORTHFIELD PARKWAY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI E OF COOLIDGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>36.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>75.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.180016</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.180016 42.6)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,711.11</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>33.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>668,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-01T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="170"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,150</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ADAMS ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET WATTLES AND BIG BEAVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20707</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20707 42.57)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,600</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,415,861</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.55</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="171"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,183</Structure Number - Item 8/B.ID.01><Structure Name>50112-S02</Structure Name><Facility Carried - Item 7/B.F.03>M-19 NEW HAVEN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ M-19</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,002</Year Overlaid - B.W.02><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>215.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.71</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.77366</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.77366 42.71)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,070.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>814,905</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.81</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="172"><Owner - Item 21 + 22/B.CL.01 + 02>New Baltimore</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,418</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BASE ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CRAPEAU CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WEST OF M-29</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,025</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.74016</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.74016 42.68)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>598</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>814,903</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="173"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,265</Structure Number - Item 8/B.ID.01><Structure Name>82025-S19</Structure Name><Facility Carried - Item 7/B.F.03>LOCHMORE AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN HARPER WOODS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>110.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>57.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.91933</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.91933 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,309.55</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,144</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="174"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,024</Structure Number - Item 8/B.ID.01><Structure Name>63172-S19</Structure Name><Facility Carried - Item 7/B.F.03>I-75 RAMP C</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 RAMP C &amp; I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>I-75 @ CHRYSLER DR.</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,990</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>547.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>2</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>3 Steel</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>82 Pl Girder Comp</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.66</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23925</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23925 42.66)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>26,922.24</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>46</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,920,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="175"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,230</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>32 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HIGHBANK CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI EAST OF OMO RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,979</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,025</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>64.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.81</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.8524</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.8524 42.81)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,939.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>43.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>815,804</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.61</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="176"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,468</Structure Number - Item 8/B.ID.01><Structure Name>82112-S35</Structure Name><Facility Carried - Item 7/B.F.03>GREENFIELD RD LF T</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>110.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>22.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20102</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20102 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,479.68</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,584,410</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="177"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,228</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>32 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.9MI WEST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,968</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>45.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.81</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.9012</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.9012 42.81)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,790.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>815,804</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="178"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,931</Structure Number - Item 8/B.ID.01><Structure Name>63102-S16</Structure Name><Facility Carried - Item 7/B.F.03>10 MILE ROAD W-SER</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN OAK PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,985</Year Overlaid - B.W.02><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>411.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18775</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18775 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,464.56</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>31</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>644,205</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="179"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,533</Structure Number - Item 8/B.ID.01><Structure Name>50011-C02</Structure Name><Facility Carried - Item 7/B.F.03>M-53</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MOORES DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>JUST S OF 17 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,988</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>100</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.58</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03028</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03028 42.58)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,400</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06 xsi:nil="true" /><LRS Route ID Item 13/B.H.06>4,210,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.28</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="180"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,088</Structure Number - Item 8/B.ID.01><Structure Name>63174-S20-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>OLD M-59 (AUBURN RD)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI S OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>132.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23882</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23882 42.63)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,502.35</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>66</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>18.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="181"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,048</Structure Number - Item 8/B.ID.01><Structure Name>50022-B02</Structure Name><Facility Carried - Item 7/B.F.03>M-59 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE BR CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.2 MI E OF M-53</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,021</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>135</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.93111</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.93111 42.63)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,478</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>54</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>820,202</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>18</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="182"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,658</Structure Number - Item 8/B.ID.01><Structure Name>82191-S16-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ALLEN RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S LTS OF SOUTHGATE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,991</Year Overlaid - B.W.02><Year Painted - B.W.02>1,991</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>218.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.21</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22899</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22899 42.21)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,891.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>51.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="183"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,189</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>TIENKEN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET LIVERNOIS AND ROCHEST</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,006</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>78.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>82.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14659</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14659 42.7)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,428.04</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>67.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>626,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.85</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="184"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,725</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BEACHLAND BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>OTTER SYLVAN LAKE CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI NE OF CASS LAKE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,997</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>64</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.34522</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.34522 42.62)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,182.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>654,708</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="185"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,044</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ECORSE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NS RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>TAYLOR        E/TELEGRAPH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,936</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,995</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,995</Year Overlaid - B.W.02><Year Painted - B.W.02>1,995</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>14</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>421.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>57.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>14</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.26</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26501</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26501 42.26)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>24,217.06</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>5,495,384</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.9</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="186"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,274</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ELBA DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ELBA CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GROSSE ILE   E/E RIVER RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,934</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>59.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.11</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14761</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14761 42.11)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,683.54</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,691,002</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>3</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="187"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,247</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>EARL MEM HWY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M B CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI SOUTH OF 25 MI RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,012</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.69</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03465</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03465 42.69)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,590</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,211,016</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.42</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="188"><Owner - Item 21 + 22/B.CL.01 + 02>Lake Orion</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,239</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BELLEVUE AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LAKE ORION CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N OF HEIGHTS RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,998</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>42.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.78</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.25233</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.25233 42.78)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,137.87</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>669,108</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.45</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="189"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,358</Structure Number - Item 8/B.ID.01><Structure Name>82102-S05</Structure Name><Facility Carried - Item 7/B.F.03>BECK ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-14</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.0 MI W. OF PLYMOUTH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>276</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>93.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.510086</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.510086 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>25,806</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>89.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,603</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.92</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="190"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,564</Structure Number - Item 8/B.ID.01><Structure Name>82123-S16</Structure Name><Facility Carried - Item 7/B.F.03>M-5 GRAND RIVER AV</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 (JEFFRIES FRWY)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>392.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>103.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>12</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.17573</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.17573 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>40,603.05</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>81</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>D</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="191"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,311</Structure Number - Item 8/B.ID.01><Structure Name>82062-S01-3</Structure Name><Facility Carried - Item 7/B.F.03>US-12 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>US-24</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN OVER US-24</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,937</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,983</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,983</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>95.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27161</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27161 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,997.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>54.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,600,206</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.71</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="192"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,014</Structure Number - Item 8/B.ID.01><Structure Name>50011-S06</Structure Name><Facility Carried - Item 7/B.F.03>M-59 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-53</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>M-59 WB OV M-53</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>236</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>84.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.012695</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.012695 42.63)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>19,871.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>80.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>807,801</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="193"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,261</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ROMEO PLANK RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HEALY BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.6MI NORTH OF 26 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,978</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.73</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.95986</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.95986 42.73)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,111.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>816,509</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.69</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="194"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,034</Structure Number - Item 8/B.ID.01><Structure Name>63173-S04</Structure Name><Facility Carried - Item 7/B.F.03>DAVISBURG RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3.3 MI NW OF M-10</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,023</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,023</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>239.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.76</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.50635</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.50635 42.76)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,231.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>649,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.56</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="195"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,694</Structure Number - Item 8/B.ID.01><Structure Name>82192-S16</Structure Name><Facility Carried - Item 7/B.F.03>EB FULLERTON AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>166.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2169</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2169 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,118.49</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>46.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,521</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="196"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,623</Structure Number - Item 8/B.ID.01><Structure Name>82141-S01-4</Structure Name><Facility Carried - Item 7/B.F.03>M-102 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>US-24</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ US-24, TELEGRAPH RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>225.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27822</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27822 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,551.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>640,807</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="197"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,001</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>VAN HORN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SILVER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BROWNSTOWN      E/INKSTER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,018</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>50</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>4 Low Slump Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.12</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.29489</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.29489 42.12)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,175</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,101</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.88</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="198"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,867</Structure Number - Item 8/B.ID.01><Structure Name>82252-S31</Structure Name><Facility Carried - Item 7/B.F.03>I-75 &amp; RAMPS C&amp;D</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-8 DAVISON &amp; SERVIC RDS</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,003</Year Overlaid - B.W.02><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>260.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>212.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>9</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07909</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07909 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>55,524.32</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>209.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="199"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,815</Structure Number - Item 8/B.ID.01><Structure Name>82251-S14</Structure Name><Facility Carried - Item 7/B.F.03>MACK AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,961</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>205.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>151</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>10</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04781</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04781 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>31,030.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>124.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,707,551</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.78</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="200"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,574</Structure Number - Item 8/B.ID.01><Structure Name>82123-S26</Structure Name><Facility Carried - Item 7/B.F.03>ELMHURST AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>155</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14617</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14617 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,222.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>37</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,710</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="201"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,555</Structure Number - Item 8/B.ID.01><Structure Name>82123-S09</Structure Name><Facility Carried - Item 7/B.F.03>I-96 WB MAIN RDWY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39 (SOUTHFIELD EXPR)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,005</Year Overlaid - B.W.02><Year Painted - B.W.02>1,989</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>211.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21673</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21673 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,666</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>57.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,503</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.76</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="202"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,950</Structure Number - Item 8/B.ID.01><Structure Name>63102-S38</Structure Name><Facility Carried - Item 7/B.F.03>SANTA BARBARA U EA</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LATHRUP VILLAGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>154</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>32.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.230515</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.230515 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,989.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>21</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>655,803</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.89</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="203"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,615</Structure Number - Item 8/B.ID.01><Structure Name>82131-S01</Structure Name><Facility Carried - Item 7/B.F.03>M-1 WOODARD AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-8 DAVISON FWY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN HIGHLAND PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>192.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>104</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09556</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09556 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>20,020</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>81</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,591,001</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="204"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,296</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BORDMAN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST BRANCH COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI WEST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,014</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>37</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.9</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.89293</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.89293 42.9)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>991.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>824,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="205"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,812</Structure Number - Item 8/B.ID.01><Structure Name>63031-B02</Structure Name><Facility Carried - Item 7/B.F.03>US-24 &amp; US-10</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANKLIN RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN BINGHAM FARMS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,931</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,977</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,977</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>96</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28566</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28566 42.52)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,813</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="206"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,323</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LAKESHORE DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CHANNEL TO LAKE ST CLAIR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI NORTH OF RIVERDALE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,016</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>60</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.78972</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.78972 42.59)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,058</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>31.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>832,302</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="207"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,379</Structure Number - Item 8/B.ID.01><Structure Name>82104-S07</Structure Name><Facility Carried - Item 7/B.F.03>JOSEPH CAMPAU</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-8</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>170</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>81.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06884</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06884 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,838</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,591,101</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="208"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,103</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>RIDGE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON          N/PROCTOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,979</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>0 Other</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.54199</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.54199 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,102.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,603,889</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.48</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="209"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,973</Structure Number - Item 8/B.ID.01><Structure Name>82293-S10-1</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-14</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI W OF LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>455</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43613</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43613 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>25,844</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>21.73</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="210"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,448</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ASHLAND AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FOX CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SOUTH OF JEFFERSON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,006</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>42.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>11 Arch- Deck, Filled Sp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.939445</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.939445 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,776.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,635,002</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.92</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="211"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,190</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MORAVIAN DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI SOUTH OF CASS AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,011</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>238.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.9092</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.9092 42.6)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,772.02</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,604</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.83</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="212"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,962</Structure Number - Item 8/B.ID.01><Structure Name>82293-R04-1</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S OF SCHOOLCRAFT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,024</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>296</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.436676</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.436676 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,812.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>21.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-31T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="213"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,013</Structure Number - Item 8/B.ID.01><Structure Name>63172-S10-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>JOSLYN  RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.0 MI NW OF M-24 (JOSLYN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,008</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,008</Year Overlaid - B.W.02><Year Painted - B.W.02>1,988</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>214</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28414</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28414 42.7)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,316.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>63.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>24.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="214"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,264</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HARPER AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER SPILLWAY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.6 MI NORTH OF 16 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,951</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,980</Year Overlaid - B.W.02><Year Painted - B.W.02>2,022</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>340</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.58</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.87129</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.87129 42.58)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,524</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.27</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="215"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,345</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SPRUCE DR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TRIB TO HURON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2 MI NE OF WALLED LAKE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.468</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.468 42.56)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>732.55</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,403,000</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="216"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,501</Structure Number - Item 8/B.ID.01><Structure Name>82122-S15</Structure Name><Facility Carried - Item 7/B.F.03>BREAKFAST U-TRN LN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN REDFORD TWP</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,014</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>200.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>11</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.307365</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.307365 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,495.72</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,055</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="217"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,093</Structure Number - Item 8/B.ID.01><Structure Name>82011-S01</Structure Name><Facility Carried - Item 7/B.F.03>ECORSE RD WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>US-12 EB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.8 MI E OF YPSILANTI</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,005</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>76.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.25</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.54413</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.54413 42.25)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,451.86</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,602,985</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="218"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,966</Structure Number - Item 8/B.ID.01><Structure Name>63103-S05</Structure Name><Facility Carried - Item 7/B.F.03>I-696</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 &amp; 4 RAMPS</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROYAL OAK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>8 4th level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>670</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>152.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>2</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>3 Steel</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>02 Multi Str Non Comp</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11139</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11139 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>102,309</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>144.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,903,903</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.53</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="219"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,175</Structure Number - Item 8/B.ID.01><Structure Name>82023-S07</Structure Name><Facility Carried - Item 7/B.F.03>LIVERNOIS AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,950</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>209</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>121.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.12485</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.12485 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>25,435.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>89.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.39</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="220"><Owner - Item 21 + 22/B.CL.01 + 02>Dearborn Height</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,327</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PARDEE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN HEIGHTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,989</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>25.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.255974</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.255974 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,061.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,644,201</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="221"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,224</Structure Number - Item 8/B.ID.01><Structure Name>82024-S17</Structure Name><Facility Carried - Item 7/B.F.03>CHENE RAMP TO I-94</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>E BD E GRAND BLVD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,983</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,983</Year Overlaid - B.W.02><Year Painted - B.W.02>1,983</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>182.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0489</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0489 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,447.44</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,754</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="222"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,108</Structure Number - Item 8/B.ID.01><Structure Name>50061-S42</Structure Name><Facility Carried - Item 7/B.F.03>CAMPBELL RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>198</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0144</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0144 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,791.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>805,604</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.24</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="223"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,921</Structure Number - Item 8/B.ID.01><Structure Name>82292-B04</Structure Name><Facility Carried - Item 7/B.F.03>I-275 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FELLOWS CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.0 MI NW OF WAYNE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>106.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44288</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44288 42.31)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,994.65</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>16.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="224"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,386</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>TELLER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CAMP BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI SOUTH OF 28 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,979</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>18</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.74</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.91273</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.91273 42.74)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>396</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>16.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,044</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="225"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,285</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>RIDGE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE JOHNSON DR.</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTHVILLE T  N/FIVE MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,018</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33.33</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>1 Concrete</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>8 Gravel</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.52995</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.52995 42.4)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,126.55</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,602</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.34</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-01-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="226"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,596</Structure Number - Item 8/B.ID.01><Structure Name>82123-S48</Structure Name><Facility Carried - Item 7/B.F.03>WARREN AV EXIT RMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>148.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09842</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09842 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,013.51</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="227"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,518</Structure Number - Item 8/B.ID.01><Structure Name>82122-S30</Structure Name><Facility Carried - Item 7/B.F.03>LFT TRN W MIDLBELT</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>166.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.33501</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.33501 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,412.25</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,803,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="228"><Owner - Item 21 + 22/B.CL.01 + 02>Troy</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,986</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ROCHESTER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RENSHAW COUNTY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.7 MI N OF BIG BEAVER RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,979</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.12941389</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.12941389 42.6)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,515.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,413,538</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-01T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="229"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,184</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PARKDALE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>STONY CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET ROCHESTER AND DEQUIND</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,011</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>52</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.69</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10751</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10751 42.69)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,293.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>678,507</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.26</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="230"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,152</Structure Number - Item 8/B.ID.01><Structure Name>82022-S50</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB RAMP F</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>RAMP TO SB M-39</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>25</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>926.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>21</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>1 Concrete</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>01 Slab</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22397</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22397 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>33,183.02</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>31.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,580,309</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.24</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="231"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,914</Structure Number - Item 8/B.ID.01><Structure Name>82194-R01-7</Structure Name><Facility Carried - Item 7/B.F.03>RAMP A TO I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>US POE SERV DR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT - GHIB</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,026</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>291.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09819</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09819 42.3)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,018.04</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>2,000,029</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.89</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="232"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,851</Structure Number - Item 8/B.ID.01><Structure Name>82252-S10-7</Structure Name><Facility Carried - Item 7/B.F.03>M-102 EB SERV RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,007</Year Overlaid - B.W.02><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>127.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09468</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09468 42.45)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,886.93</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>41</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,586,006</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.28</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="233"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,845</Structure Number - Item 8/B.ID.01><Structure Name>63043-S08</Structure Name><Facility Carried - Item 7/B.F.03>AUBURN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-59</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.0 MI W OF M-150</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,009</Year Overlaid - B.W.02><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>311.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1455</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1455 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,343.56</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>625,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="234"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,345</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>21 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE BR CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI E OF ROMEO PLANK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,979</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>105</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.93347</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.93347 42.64)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,853.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>817,708</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="235"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,997</Structure Number - Item 8/B.ID.01><Structure Name>63172-R01-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GTW RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>5.7 MI NW OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,981</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>144</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28708</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28708 42.7)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,956.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>58</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>24.3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="236"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,516</Structure Number - Item 8/B.ID.01><Structure Name>82122-S28</Structure Name><Facility Carried - Item 7/B.F.03>MERRIMAN ROAD LT T</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>176</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>22.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.35208</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.35208 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,942.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,803,807</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="237"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,108</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SUMPTER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SWAN CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SUMPTER          S/WILLIS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,950</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,972</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.16</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.48222</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.48222 42.16)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>897.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.91</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="238"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,257</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SALTZ ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FELLOWS CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTONE/SHELDON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,984</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.47009</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.47009 42.32)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,313.86</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,680,609</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-01T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="239"><Owner - Item 21 + 22/B.CL.01 + 02>Other Local Agencies</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,376</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DINGELL RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANK &amp; POET PARALLEL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>900 FT N OF EUREKA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,991</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>21.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>124</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.19</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.36359</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.36359 42.19)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,690.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>130</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,337</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="240"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,076</Structure Number - Item 8/B.ID.01><Structure Name>50061-S03</Structure Name><Facility Carried - Item 7/B.F.03>RYAN ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,008</Year Overlaid - B.W.02><Year Painted - B.W.02>2,008</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>178</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.066925</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.066925 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,955.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>799,302</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="241"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,311</Structure Number - Item 8/B.ID.01><Structure Name>82073-B01</Structure Name><Facility Carried - Item 7/B.F.03>M-85</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>M-85 AT ROUGE RIVER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,013</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>330</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>86</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>16 Movable- Bascule</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>2</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>3 Steel</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>32 Multi Str Comp</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.29</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1423</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1423 42.29)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>28,380</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="242"><Owner - Item 21 + 22/B.CL.01 + 02>Sterling Heights</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,432</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>18.5 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PLUM BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST OF RYAN RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,000</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>46</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05792</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05792 42.6)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,522.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>805,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.69</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="243"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,120</Structure Number - Item 8/B.ID.01><Structure Name>82022-S10</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR,OVER ECORSE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,977</Year Overlaid - B.W.02><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>237</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>61.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.25</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.30356</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.30356 42.25)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,575.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>58.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,588,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.79</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>8</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>D</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="244"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,135</Structure Number - Item 8/B.ID.01><Structure Name>63192-S04-5</Structure Name><Facility Carried - Item 7/B.F.03>M-5 NB CD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>12 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>I-96, I-696, M-5 INTRCHG</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,993</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>208.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44589</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44589 42.5)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,340.08</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>55.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,410,616</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="245"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,127</Structure Number - Item 8/B.ID.01><Structure Name>82022-S17</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PELHAM RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W LTS OF ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,975</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>125.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>61.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.231705</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.231705 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,737.18</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>16.74</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="246"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,273</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>FERRY STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>THOROFARE CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GROSSE ILE     E/MERIDIAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,947</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,996</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>94.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.14</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15603</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15603 42.14)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,393.84</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,691,307</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.69</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>3</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="247"><Owner - Item 21 + 22/B.CL.01 + 02>Lincoln Park</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,498</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HARRISON ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>S BR ECORSE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>54.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.17913</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.17913 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,246.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>5,491,819</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="248"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,578</Structure Number - Item 8/B.ID.01><Structure Name>82123-S30</Structure Name><Facility Carried - Item 7/B.F.03>LIVERNOIS AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,993</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>198.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>117.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.13873</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.13873 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>23,378.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>92</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="249"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,395</Structure Number - Item 8/B.ID.01><Structure Name>82111-S06</Structure Name><Facility Carried - Item 7/B.F.03>WASHINGTON ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,958</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>101.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>173.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.047844</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.047844 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,631.76</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>157.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>5,500,333</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="250"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,815</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DARTMOUTH ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SECT 35/36 BRANDON TWP</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,000</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>21.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>8 Gravel</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.81</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.353386</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.353386 42.81)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>537.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>653,806</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.93</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="251"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,940</Structure Number - Item 8/B.ID.01><Structure Name>63192-S01</Structure Name><Facility Carried - Item 7/B.F.03>I-96 EB, RAMP J</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-5 SB / I-96 / I-697</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NOVI TWP SEC 13</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,992</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>7</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>943.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>7</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44811</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44811 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>44,537.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,410,611</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.28</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="252"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,196</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>KIRKWAY RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER LONG LAKE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI N OF LONG LAKE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.58</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.292244</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.292244 42.58)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>787.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>617,202</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="253"><Owner - Item 21 + 22/B.CL.01 + 02>Dearborn</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,313</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MILITARY RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOW BRANCH ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,937</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,995</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>78.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>58.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.25265</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.25265 42.31)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,580.55</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,543</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.99</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="254"><Owner - Item 21 + 22/B.CL.01 + 02>Novi</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,858</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>9 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BISHOP CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI W OF MEADOWBROOK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>29.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.46075</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.46075 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,210.95</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>633,603</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.52</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="255"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,190</Structure Number - Item 8/B.ID.01><Structure Name>82023-S22</Structure Name><Facility Carried - Item 7/B.F.03>M-10 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94 RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,995</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,995</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>232.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>52 Pl Girder Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07611</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07611 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,556.61</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>51.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,509</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.58</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="256"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,370</Structure Number - Item 8/B.ID.01><Structure Name>82103-S13</Structure Name><Facility Carried - Item 7/B.F.03>SECOND AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-8, DAVISON FWY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>HIGHLAND PARK  W/WOODWARD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>234.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>74.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09877</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09877 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,447.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>57.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,005</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="257"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,391</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>34 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CEMETERY CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT OMO ROAD INTERSECTION</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,010</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.84</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.86338</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.86338 42.84)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,600</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>818,502</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="258"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,932</Structure Number - Item 8/B.ID.01><Structure Name>63102-S17</Structure Name><Facility Carried - Item 7/B.F.03>COOLIDGE ROAD U T</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W OF COOLIDGE HWY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>155</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.184275</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.184275 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,695.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,409,824</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="259"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,101</Structure Number - Item 8/B.ID.01><Structure Name>82021-S03</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HANNAN RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3 MI E OF BELLEVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,992</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>101.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.42428</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.42428 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,586.46</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>61.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,588,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="260"><Owner - Item 21 + 22/B.CL.01 + 02>Other Local Agencies</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,373</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MIDFIELD RAMP C&amp;C2</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DINGELL RD &amp; RAMP D2</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.3 MI N OF EUREKA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>179.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.21</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.35291</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.35291 42.21)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,661</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>58.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,712,001</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="261"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,314</Structure Number - Item 8/B.ID.01><Structure Name>82194-S31</Structure Name><Facility Carried - Item 7/B.F.03>SB I-75 RMP TO VER</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 AND WB I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AMBASSADOR GATEWAY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,007</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>399.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08215278</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08215278 42.32)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,590.55</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,928</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="262"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,541</Structure Number - Item 8/B.ID.01><Structure Name>82123-R02</Structure Name><Facility Carried - Item 7/B.F.03>TURN RDWY 3RD LEVL</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 &amp; CSX RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>7 3d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>4 Highway-railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,005</Year Overlaid - B.W.02><Year Painted - B.W.02>1,993</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>16</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,496.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>16</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>14</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21631</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21631 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>58,363.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>37.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,591,902</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="263"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,078</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>FIVE MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SMITH DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>REDFORD       W/TELEGRAPH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,979</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>21</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2797</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2797 42.4)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,302</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,579,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.8</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="264"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,918</Structure Number - Item 8/B.ID.01><Structure Name>63102-S02</Structure Name><Facility Carried - Item 7/B.F.03>I-696</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,988</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,988</Year Overlaid - B.W.02><Year Painted - B.W.02>1,967</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>303.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>125.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26675</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26675 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>38,003.49</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>118.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.58</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="265"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,778</Structure Number - Item 8/B.ID.01><Structure Name>82195-S23</Structure Name><Facility Carried - Item 7/B.F.03>CASS AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,967</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>171.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05645</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05645 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,408.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>54</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.74</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="266"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,941</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BREWER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>STONEY CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>ADDISON TWP SEC 25/36</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,984</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>18</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>8 Gravel</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.82</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11797</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11797 42.82)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>414</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>17</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>604,104</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.9</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>3</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="267"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,927</Structure Number - Item 8/B.ID.01><Structure Name>63102-S11</Structure Name><Facility Carried - Item 7/B.F.03>LINCOLN DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>184</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>50.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20708</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20708 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,328.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>684,507</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.22</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="268"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,364</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>27 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TUPPER BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI E OF INDIAN TRAIL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>32</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.73</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.882484</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.882484 42.73)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,401.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,049</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.89</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="269"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,563</Structure Number - Item 8/B.ID.01><Structure Name>82123-S15</Structure Name><Facility Carried - Item 7/B.F.03>GR RIV LT TRN(M-5)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 (JEFFRIES FRWY)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>283.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>12</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.17678</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.17678 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,177.65</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,079</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="270"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,263</Structure Number - Item 8/B.ID.01><Structure Name>82025-S17</Structure Name><Facility Carried - Item 7/B.F.03>WOODSIDE AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN HARPER WOODS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>161</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>57.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.43</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.925095</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.925095 42.43)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,193.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,147</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="271"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,732</Structure Number - Item 8/B.ID.01><Structure Name>82194-S04</Structure Name><Facility Carried - Item 7/B.F.03>I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SCHAEFER RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>212.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>140.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15629</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15629 42.28)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>29,778.84</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>132.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>16.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="272"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,595</Structure Number - Item 8/B.ID.01><Structure Name>82123-S47</Structure Name><Facility Carried - Item 7/B.F.03>GRD RIV AVE EXIT R</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>135.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09739</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09739 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,308.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>21</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,307</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="273"><Owner - Item 21 + 22/B.CL.01 + 02>Northville</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,510</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BEAL STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE RIVER ROUGE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.01 MI W OF RIVER STREET</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,008</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.43</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4782</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4782 42.43)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>905.97</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,245</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="274"><Owner - Item 21 + 22/B.CL.01 + 02>Dearborn</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,310</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GULLEY RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOW BRANCH ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,935</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,991</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,991</Year Overlaid - B.W.02><Year Painted - B.W.02>1,991</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>64</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.285904</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.285904 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,899.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>33.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,643,407</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.6</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="275"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,444</Structure Number - Item 8/B.ID.01><Structure Name>82112-S19</Structure Name><Facility Carried - Item 7/B.F.03>LINWOOD AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10 JOHN LODGE FRWY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,955</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,994</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,994</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>167</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1274</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1274 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,024</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,584,609</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.76</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="276"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,904</Structure Number - Item 8/B.ID.01><Structure Name>82291-S08</Structure Name><Facility Carried - Item 7/B.F.03>I-275 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NORTHLINE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROMULUS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,998</Year Overlaid - B.W.02><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>209.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.21</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.39314</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.39314 42.21)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,118.75</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="277"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,153</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CROOKS ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET HAMLIN AND AVON RDS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>52</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>81</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.65</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.17381</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.17381 42.65)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,212</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>659,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.96</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="278"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,957</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PUTNUAM DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WALNUT LAKE CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI N OF WALNUT LK RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,017</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>22</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.32797</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.32797 42.56)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>572</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>623,005</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.71</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="279"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,132</Structure Number - Item 8/B.ID.01><Structure Name>82022-S26</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>OAKWOOD BLVD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,996</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>101</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>77.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.29</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19651</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19651 42.29)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,857.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>74.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,588,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>19.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="280"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,257</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GARFIELD RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UTICA DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI SOUTH OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,975</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,982</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>28.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.95332</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.95332 42.62)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,621.29</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,703</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.28</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="281"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,179</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>COOLEY LAKE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET CASS ELIZABETH &amp; HILL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>47.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>77</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.394844</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.394844 42.63)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,688.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>68</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>630,603</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="282"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,120</Structure Number - Item 8/B.ID.01><Structure Name>50062-S07</Structure Name><Facility Carried - Item 7/B.F.03>NORTH SERVICE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROSEVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,008</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>249</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.924095</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.924095 42.5)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,437.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,209</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.44</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="283"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,353</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>24 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MCBRIDE DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.6 MI WEST OF FOSS ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,014</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.69</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.92066</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.92066 42.69)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>939.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>815,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.84</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="284"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,879</Structure Number - Item 8/B.ID.01><Structure Name>63081-S08</Structure Name><Facility Carried - Item 7/B.F.03>9 MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SOUTHFIELD (M-39 SB &amp; US</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>249.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.221214</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.221214 42.46)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,942.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>684,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.91</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="285"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,479</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>I-96 EB SERV RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,011</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,011</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>270</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26673</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26673 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,773</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,231</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.45</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="286"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,714</Structure Number - Item 8/B.ID.01><Structure Name>82193-S11-3</Structure Name><Facility Carried - Item 7/B.F.03>M-102 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N LTS OF DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>109.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21962</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21962 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,093.57</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,817,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="287"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,217</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>26 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI WEST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,993</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>75.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.72</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.88175</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.88175 42.72)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,752.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>45.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>816,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.69</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="288"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,083</Structure Number - Item 8/B.ID.01><Structure Name>63174-S17</Structure Name><Facility Carried - Item 7/B.F.03>SQUIRREL RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.7 MI SE OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,017</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>236</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>11</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.223</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.223 42.61)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,100.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>33</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>617,001</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="289"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,427</Structure Number - Item 8/B.ID.01><Structure Name>82112-S02</Structure Name><Facility Carried - Item 7/B.F.03>W GRAND BOULEVARD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,950</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,995</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,995</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>111.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>160.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>9</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08167</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08167 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,851.15</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>99.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.34</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="290"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,197</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>EB METRO PARKWAY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HARRINGTON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.75 MI WEST OF M-97</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,952</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>53.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.92873</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.92873 42.57)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,865.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,608</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="291"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,227</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>32 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N BR CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI W OF ROMEO PLANK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,016</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>91.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.81</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.96832222</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.96832222 42.81)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,896.56</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>815,804</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.72</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="292"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,143</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CASS LAKE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET ORCHARD LK AND CASS-E</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,007</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.35046</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.35046 42.62)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,428</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,407,378</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.99</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="293"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,182</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>OUTER DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UPPER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DETROIT            S/I-96</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,927</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>96</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>82</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.259155</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.259155 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,872</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,596,803</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.83</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="294"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,370</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>TWELFTH STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CONRAIL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>TWELFTH ST N OF LAFAYETTE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,984</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,984</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>160.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>114</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.067375</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.067375 42.32)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,319.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>91</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,959</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="295"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,251</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SCHOENHERR RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>STERLING RELIEF DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI S OF 16 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>64</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.98775</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.98775 42.56)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,782.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.67</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="296"><Owner - Item 21 + 22/B.CL.01 + 02>Southfield</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,736</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NINE MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RAVINES BRANCH OF ROUGE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,930</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.31527</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.31527 42.46)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,116</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>684,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="297"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,067</Structure Number - Item 8/B.ID.01><Structure Name>63174-S08-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LIVERNOIS RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TROY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,020</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>128.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14751</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14751 42.56)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,483.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="298"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,049</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ROTUNDA DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER (RE-LOCATED)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DEARBORN     E/SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,993</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>6</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>376</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>97.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>6</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19913</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19913 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>36,622.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>79.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,009</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.27</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>3</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="299"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,863</Structure Number - Item 8/B.ID.01><Structure Name>82252-S27</Structure Name><Facility Carried - Item 7/B.F.03>MEADE ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,021</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,003</Year Overlaid - B.W.02><Year Painted - B.W.02>2,021</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>182.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07523</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07523 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,842.68</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,033</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="300"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,892</Structure Number - Item 8/B.ID.01><Structure Name>63082-S02</Structure Name><Facility Carried - Item 7/B.F.03>M-10 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>US-24</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,999</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>188.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>96.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.284706</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.284706 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,114.03</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>93</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,102</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.66</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="301"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,280</Structure Number - Item 8/B.ID.01><Structure Name>82052-B03-2</Structure Name><Facility Carried - Item 7/B.F.03>US-24 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,958</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,990</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,003</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27059</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27059 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,985.94</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>54</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,806</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.7</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="302"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,370</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>28 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N B CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.3 MI WEST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,018</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>75</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.75</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.9065</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.9065 42.75)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,925</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,920</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.68</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="303"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,018</Structure Number - Item 8/B.ID.01><Structure Name>50011-S10</Structure Name><Facility Carried - Item 7/B.F.03>M-53 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UTICA RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.9 MI S OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>123.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02317</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02317 42.6)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,280.99</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,210,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.97</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="304"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,249</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>RACHO ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BLAKELY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BRNTWNS/PENNSYLVANIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,935</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,983</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>29.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>42 Multi Str Encsd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.18</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.247604</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.247604 42.18)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>941.85</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,692,908</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.88</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>3</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="305"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,171</Structure Number - Item 8/B.ID.01><Structure Name>50111-S27-4</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CROCKER RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI SE OF MT CLEMENS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,006</Year Overlaid - B.W.02><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>380</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>57</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.58</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.85819</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.85819 42.58)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>21,660</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,502</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.71</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="306"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,037</Structure Number - Item 8/B.ID.01><Structure Name>63173-S07</Structure Name><Facility Carried - Item 7/B.F.03>GRANGE HALL RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3.3 MI SE OF GENESEE COL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,961</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,004</Year Overlaid - B.W.02><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>237</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.82</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.569565</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.569565 42.82)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,650.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>33.25</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>649,504</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="307"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,358</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>25 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>25 MILE RD AND FAIRCHILD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>28.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>51.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.86375</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.86375 42.7)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,443.84</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>46.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>818,407</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="308"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,300</Structure Number - Item 8/B.ID.01><Structure Name>82061-B02</Structure Name><Facility Carried - Item 7/B.F.03>US-12 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>APPLE RUN DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.5 MI E OF WASHTENAW COL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.49884</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.49884 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,628</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,565</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.7</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="309"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,300</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ROMEO PLANK ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NEWLAND DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI SOUTH OF IRWIN RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>23</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.86</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.96497</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.96497 42.86)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>777.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>816,509</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>3</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="310"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,138</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WALTZ ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SWAN CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>HURON T          S/WILLOW</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,983</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>37.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.11</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.40157</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.40157 42.11)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,768.13</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>43</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,673,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.47</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="311"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,551</Structure Number - Item 8/B.ID.01><Structure Name>82123-S05</Structure Name><Facility Carried - Item 7/B.F.03>I-96 EB COLLECTOR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39 SOUTHFIELD FRWY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,005</Year Overlaid - B.W.02><Year Painted - B.W.02>1,989</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>230.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21663</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21663 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,127.36</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,583,107</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.85</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="312"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,819</Structure Number - Item 8/B.ID.01><Structure Name>82251-S18</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB EXIT RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 E&amp;W TO SB TURN RDWY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,007</Year Overlaid - B.W.02><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>110.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05627</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05627 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,975.14</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>21.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="313"><Owner - Item 21 + 22/B.CL.01 + 02>Sterling Heights</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,428</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>RYAN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PLUM BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTH OF 18.5 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,999</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>32</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07109</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07109 42.6)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,763.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>799,302</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.64</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="314"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,039</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SOUTHFIELD ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>LINCOLN PK &amp;ECORSE E/FORT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,024</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>92</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>80</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.25</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.159515</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.159515 42.25)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,360</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,185</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.92</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-31T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="315"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,328</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>27 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>KIRKHAM DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.8 MI EAST OF GRATIOT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>67.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.73</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.76322</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.76322 42.73)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,960.44</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>822,108</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.26</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="316"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,089</Structure Number - Item 8/B.ID.01><Structure Name>63174-S21-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MAPLE RD, 15 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TROY (OVER MAPLE RD)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,019</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>113.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.116585</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.116585 42.55)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,376.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.43</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="317"><Owner - Item 21 + 22/B.CL.01 + 02>Auburn Hills</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,828</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>OLD M-59(AUBURN R)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN AUBURN HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,952</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>44.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22431</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22431 42.63)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,080.14</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>43</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>625,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="318"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,283</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CALLENS RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FISH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI EAST OF SUGARBUSH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,022</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.67</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.78327</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.78327 42.67)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,019.48</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>814,710</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="319"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,800</Structure Number - Item 8/B.ID.01><Structure Name>82251-S02</Structure Name><Facility Carried - Item 7/B.F.03>MADISON AVE RAMPS</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-375</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>6</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>362</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>69.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>6</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04198</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04198 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>25,303.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>67.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,586,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="320"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,801</Structure Number - Item 8/B.ID.01><Structure Name>63022-S05</Structure Name><Facility Carried - Item 7/B.F.03>WIXOM RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WIXOM</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,008</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>201.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>205.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.536095</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.536095 42.5)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>41,489.69</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>107.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>639,101</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.52</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="321"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,622</Structure Number - Item 8/B.ID.01><Structure Name>82141-S01-3</Structure Name><Facility Carried - Item 7/B.F.03>M-102 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>US-24</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ US-24, TELEGRAPH RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>225.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2783</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2783 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,551.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,817,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="322"><Owner - Item 21 + 22/B.CL.01 + 02>Dearborn Height</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,336</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MADISON ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN HEIGHTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,996</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>37</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26537</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26537 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>958.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,644,001</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="323"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,268</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NORTH AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI NORTH OF 31 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,999</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>31.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.79</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.882965</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.882965 42.79)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,357.86</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,817,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.67</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="324"><Owner - Item 21 + 22/B.CL.01 + 02>Other Local Agencies</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,720</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BEAUBIEN BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RING ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S OF JEFFERSON AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>0 Other</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,977</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,014</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>36</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>765.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>51.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>36</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>1 M 9 (H 10)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05 xsi:nil="true" /><Longitude - Item 17/B.L.06 xsi:nil="true" /><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference /><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>39,132.38</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,587,305</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-07-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="325"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,000</Structure Number - Item 8/B.ID.01><Structure Name>63172-S01-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-59</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST OF PONTIAC (M-59)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,019</Year Overlaid - B.W.02><Year Painted - B.W.02>1,963</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>230.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>75.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.238594</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.238594 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,425.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>72.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>18.58</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="326"><Owner - Item 21 + 22/B.CL.01 + 02>Troy</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,273</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BASSWOOD DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SPRAGUE DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI W OF CROOKS RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,988</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1797</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1797 42.61)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,389</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,895,902</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.32</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-01T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="327"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,194</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>METROPOLITAN PKWY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CONRAIL RAILROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI WEST OF VAN DYKE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,982</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>245.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>112.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03936</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03936 42.57)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>27,573.75</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>105</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,608</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="328"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,875</Structure Number - Item 8/B.ID.01><Structure Name>63081-S04</Structure Name><Facility Carried - Item 7/B.F.03>M-10 RAMP H</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD  RAMP H</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>120.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21965</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21965 42.46)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,241.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="329"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,171</Structure Number - Item 8/B.ID.01><Structure Name>82023-S03</Structure Name><Facility Carried - Item 7/B.F.03>LONYO AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,949</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>178</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14503</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14503 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,463.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>45.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,110</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="330"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,016</Structure Number - Item 8/B.ID.01><Structure Name>63172-S12-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTONVILLE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.1MI SE OF M-15</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,988</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,983</Year Overlaid - B.W.02><Year Painted - B.W.02>1,988</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>162</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.72</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.34931</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.34931 42.72)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,044</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>58.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>27.91</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="331"><Owner - Item 21 + 22/B.CL.01 + 02>Pontiac</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,765</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>E PIKE STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W OF WOODWARD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28946</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28946 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>912</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06 xsi:nil="true" /><LRS Route ID Item 13/B.H.06>625,107</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="332"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,262</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ROMEO PLANK RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N B CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.7 MI S OF 32 MILE ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,019</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,019</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>65</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>4 Low Slump Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.8</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.96233</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.96233 42.8)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,411.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>816,509</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.53</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="333"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,101</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BASE LINE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTHVILLE     E/NOVI RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,960</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,995</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>180</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.474525</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.474525 42.44)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,520</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,412,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.94</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>5</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>3</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="334"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,252</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LELAND DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SILVER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BRNTWNW/JEFFERSON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,930</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>23</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>8 Gravel</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.05</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2117</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2117 42.05)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>552</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>21</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,709,801</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>3</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="335"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,962</Structure Number - Item 8/B.ID.01><Structure Name>63103-S01</Structure Name><Facility Carried - Item 7/B.F.03>EB I-696</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N-S SERVICE ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN FERNDALE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,982</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>80.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11488</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11488 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,191.66</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,402</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>K</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="336"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,983</Structure Number - Item 8/B.ID.01><Structure Name>63111-S01-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 BL NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>OPDYKE ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S LTS OF PONTIAC</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>154.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24788</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24788 42.6)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,915.06</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>61.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>625,903</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.58</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="337"><Owner - Item 21 + 22/B.CL.01 + 02>Armada</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,412</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PROSPECT STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST BR OF COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SEC 23 ARMADA TWP</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,982</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,015</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.85</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.88489167</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.88489167 42.85)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,109.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>825,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="338"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,212</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LANSDOWNE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WILLIAMS LAKE CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N OF HATCHERY RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,990</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,018</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.41675</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.41675 42.68)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>931.26</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>696,504</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="339"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,104</Structure Number - Item 8/B.ID.01><Structure Name>50061-S35</Structure Name><Facility Carried - Item 7/B.F.03>SB SERVICE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RAMPS D&amp;H OFF I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,008</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>187.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04658</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04658 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,110.04</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,740,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="340"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,683</Structure Number - Item 8/B.ID.01><Structure Name>82192-S05</Structure Name><Facility Carried - Item 7/B.F.03>ROTUNDA DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>179.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>140.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.206024</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.206024 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>25,207.96</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>117.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,009</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.89</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="341"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,400</Structure Number - Item 8/B.ID.01><Structure Name>82194-S36-4</Structure Name><Facility Carried - Item 7/B.F.03>PLAZA TO I-96 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 NB AND VERNOR RAMPS</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AMBASSADOR GATEWAY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,007</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>390.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08235</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08235 42.32)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,313.35</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,925</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="342"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,481</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>I-96 WB SERV RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,011</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,011</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>270</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2668</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2668 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,773</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,258</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.44</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="343"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,683</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SOUTH COMMERCE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HAYES CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET COMMERCE AND OAKLEY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,993</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>57.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>8 Gravel</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4811</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4811 42.59)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,256.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>57.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>630,006</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="344"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,246</Structure Number - Item 8/B.ID.01><Structure Name>82025-S02</Structure Name><Facility Carried - Item 7/B.F.03>CADILLAC AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>217.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.00325</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.00325 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,224</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,578,001</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.39</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="345"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,130</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HAGGERTY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BELLEVILLE LAKE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>VAN BUREN          S/I-94</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,975</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>20</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43969</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43969 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,320</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>63</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,524</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.48</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="346"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,295</Structure Number - Item 8/B.ID.01><Structure Name>82053-S01</Structure Name><Facility Carried - Item 7/B.F.03>US-24 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HINES DRIVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>136.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>67.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27388</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27388 42.35)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,199.91</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,806</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.88</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="347"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,288</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>KINLOCH STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UPPER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>REDFORD        S/SIX MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,934</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>31.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.30171</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.30171 42.41)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,303.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,641,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.22</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="348"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,951</Structure Number - Item 8/B.ID.01><Structure Name>82292-S10</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>VANBORN ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.2 MI W OF WAYNE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>120</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.26</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.440506</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.440506 42.26)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,684</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="349"><Owner - Item 21 + 22/B.CL.01 + 02>Rochester</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,276</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DIVERSION ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WEST &amp; BELOW ROCHESTER RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>71.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.13434</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.13434 42.68)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,926.33</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>678,604</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="350"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,499</Structure Number - Item 8/B.ID.01><Structure Name>82112-S13-5</Structure Name><Facility Carried - Item 7/B.F.03>M-10 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-8 RAMP TO M-10 SB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,956</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,987</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,990</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>171.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.109146</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.109146 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,470.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>69</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.32</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="351"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,136</Structure Number - Item 8/B.ID.01><Structure Name>50092-B03</Structure Name><Facility Carried - Item 7/B.F.03>M-19</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SALT RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3.3 MI SW OF ST CLAIR COL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,991</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,992</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>51.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.75</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.77005</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.77005 42.75)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,795.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>832,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.76</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="352"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,644</Structure Number - Item 8/B.ID.01><Structure Name>82191-S03</Structure Name><Facility Carried - Item 7/B.F.03>M-85 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 NB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ M-85</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,005</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,008</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>343.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.09</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.241684</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.241684 42.09)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,247.55</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.33</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="353"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,154</Structure Number - Item 8/B.ID.01><Structure Name>50111-S08</Structure Name><Facility Carried - Item 7/B.F.03>FRAZHO RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W LTS OF ST CLAIR SHORES</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>209.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.91718</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.91718 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,861.85</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,110</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.55</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="354"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,071</Structure Number - Item 8/B.ID.01><Structure Name>50051-S01-1</Structure Name><Facility Carried - Item 7/B.F.03>I-94 CONN NB GRATI</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>13 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROSEVILLE (13 MI RD)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,964</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>133.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.91618</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.91618 42.52)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,078.48</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>801,102</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.39</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="355"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,164</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>10 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PEBBLE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET INKSTER AND BEECH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,984</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>44</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>87.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.30389</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.30389 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,841.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>633,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="356"><Owner - Item 21 + 22/B.CL.01 + 02>Warren</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,470</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CHICAGO ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BEAR CREEK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.27 MI N OF VAN DYKE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02357</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02357 42.52)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,862.38</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>55</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>804,109</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="357"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,137</Structure Number - Item 8/B.ID.01><Structure Name>50092-B04</Structure Name><Facility Carried - Item 7/B.F.03>M-19</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SALT RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.7 MI SW OF ST CLAIR COL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,991</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,992</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>51.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.76</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.764565</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.764565 42.76)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,795.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>832,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="358"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,855</Structure Number - Item 8/B.ID.01><Structure Name>82252-S13</Structure Name><Facility Carried - Item 7/B.F.03>COMMER AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN HAMTRAMCK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>175.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>70.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07103</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07103 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,376.32</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,806</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="359"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,849</Structure Number - Item 8/B.ID.01><Structure Name>63043-S12</Structure Name><Facility Carried - Item 7/B.F.03>M-59 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST BOULEVARD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN PONTIAC</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>161.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26939</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26939 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,835.68</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>677,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.64</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="360"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,614</Structure Number - Item 8/B.ID.01><Structure Name>82125-S05</Structure Name><Facility Carried - Item 7/B.F.03>SIX MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>307</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.423485</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.423485 42.41)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>24,068.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>55</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,680,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="361"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,978</Structure Number - Item 8/B.ID.01><Structure Name>63103-S17</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB TO I-696EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696&amp;RAMPS FROM I-75 SB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ I-75</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>7 3d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,007</Year Overlaid - B.W.02><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>408</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11232778</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11232778 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,115.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,738,904</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="362"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,592</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ORCHARD LAKE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UPPER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BTWN M-5 &amp; GRAND RIV AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,955</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>52.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.35486</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.35486 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,406.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06 xsi:nil="true" /><LRS Route ID Item 13/B.H.06>633,806</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.87</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="363"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,343</Structure Number - Item 8/B.ID.01><Structure Name>82101-B01</Structure Name><Facility Carried - Item 7/B.F.03>M-14 (OLD)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FELLOWS CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI E OF WASHTENAW COL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.54035</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.54035 42.35)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,440</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,604,102</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="364"><Owner - Item 21 + 22/B.CL.01 + 02>Gibraltar</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,995</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>STOEFLET ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>W GIBRALTAR WATERWAY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GIBRALTAR  E/S GIBRALTAR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,992</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.09</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.193146</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.193146 42.09)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,014.13</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,698,403</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="365"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,925</Structure Number - Item 8/B.ID.01><Structure Name>82292-B08</Structure Name><Facility Carried - Item 7/B.F.03>I-275 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MCCLAUGHREY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1 MI SW OF WAYNE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,012</Year Overlaid - B.W.02><Year Painted - B.W.02>2,021</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>54</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.25</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44024</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44024 42.25)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,051</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="366"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,761</Structure Number - Item 8/B.ID.01><Structure Name>82195-S02</Structure Name><Facility Carried - Item 7/B.F.03>ROSA PARKS (12TH)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>6</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>284.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>88.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>6</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07301</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07301 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>25,318.72</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>73.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.86</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="367"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,454</Structure Number - Item 8/B.ID.01><Structure Name>82701-B04</Structure Name><Facility Carried - Item 7/B.F.03>CENTRAL AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CANOE STREAM</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BELLE ISLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,913</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>11 Arch- Deck, Filled Sp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.976265</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.976265 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,124.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>45.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,633,203</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="368"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,556</Structure Number - Item 8/B.ID.01><Structure Name>82123-S10</Structure Name><Facility Carried - Item 7/B.F.03>I-96 RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>OPEN GROUND</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>0 Other</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,989</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>15</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,096.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>51.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>13</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>2</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>1 Concrete</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>01 Slab</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21369444</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21369444 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>56,449.15</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,590,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="369"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,523</Structure Number - Item 8/B.ID.01><Structure Name>82122-S35</Structure Name><Facility Carried - Item 7/B.F.03>LFT TRN E BEECH DL</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN REDFORD TWP</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>176.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>23.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.294136</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.294136 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,183.05</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,283</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="370"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,826</Structure Number - Item 8/B.ID.01><Structure Name>82251-S25</Structure Name><Facility Carried - Item 7/B.F.03>I-75NB&amp;I-94WB RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 &amp; RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,983</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>9</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>771.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>9</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05736</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05736 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>22,530.72</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,704</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="371"><Owner - Item 21 + 22/B.CL.01 + 02>Lincoln Park</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,502</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>FRANK ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N BR ECORSE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,948</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,966</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18418</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18418 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,079.73</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,186</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="372"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,114</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SHELDON ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>JOHNSON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTHVILLE S/E N HINES DR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,933</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,996</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>38.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.43</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.48259</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.48259 42.43)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,385.46</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>5,495,471</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.57</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="373"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,025</Structure Number - Item 8/B.ID.01><Structure Name>50013-B03</Structure Name><Facility Carried - Item 7/B.F.03>M-53 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE BR CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>5.6 MI N OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>104.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.71</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0257</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0257 42.71)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,483.05</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,210,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.47</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="374"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,251</Structure Number - Item 8/B.ID.01><Structure Name>82025-S07</Structure Name><Facility Carried - Item 7/B.F.03>DICKERSON AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,958</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>164.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.97303</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.97303 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,813.17</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,398</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="375"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,339</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BATES ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI SOUTH OF 29 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,024</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>32.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.76</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.82308</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.82308 42.76)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,108.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>817,201</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.85</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="376"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,399</Structure Number - Item 8/B.ID.01><Structure Name>82111-S13</Structure Name><Facility Carried - Item 7/B.F.03>HOWARD ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,984</Year Overlaid - B.W.02><Year Painted - B.W.02>1,979</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>123.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05766</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05766 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,644.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,597</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.59</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="377"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,971</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>EVERGREEN RD (SB)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DEARBORN N/MICHIGAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,975</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,015</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>334.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2265</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2265 42.31)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>21,040.05</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,596,908</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>1901-01-01T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01 /><Superstructure Condition Rating Item 59/B.C.02 /><Substructure Condition Rating Item 60/B.C.03 /><Culvert Condition Rating Item 62/B.C.04 /></row>
<row _id="378"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,393</Structure Number - Item 8/B.ID.01><Structure Name>82111-S04</Structure Name><Facility Carried - Item 7/B.F.03>JEFFERSON AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-375</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,016</Year Overlaid - B.W.02><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>136.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03589</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03589 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,133.65</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,824</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="379"><Owner - Item 21 + 22/B.CL.01 + 02>Lincoln Park</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,788</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JOHN A PAPALAS DR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1MI W OF I-75</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,980</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>78</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10 /><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05 xsi:nil="true" /><Longitude - Item 17/B.L.06 xsi:nil="true" /><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference /><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,652</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,869,604</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="380"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,774</Structure Number - Item 8/B.ID.01><Structure Name>82195-S17</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB ENT RMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 NB ENT RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT OVER LODGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>90.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06165</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06165 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,579.25</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,707,198</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="381"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,105</Structure Number - Item 8/B.ID.01><Structure Name>82022-B03-3</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S LTS OF DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,943</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>7</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>400</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>7</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18726</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18726 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>25,320</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>19.94</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="382"><Owner - Item 21 + 22/B.CL.01 + 02>Southfield</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,300</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BERG ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EVANS BRANCH ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,022</Year Overlaid - B.W.02><Year Painted - B.W.02>2,022</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26875</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26875 42.44)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,500</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>33</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,410,215</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="383"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,573</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CRIMSON DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PRICE BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI S OF 29 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.75</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.00372</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.00372 42.75)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>678.32</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06 xsi:nil="true" /><LRS Route ID Item 13/B.H.06>4,210,452</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.24</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="384"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,364</Structure Number - Item 8/B.ID.01><Structure Name>82102-S11</Structure Name><Facility Carried - Item 7/B.F.03>SCHOOLCRAFT CONN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-14</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1 MI W OF W CTY LTS LIVON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,977</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,024</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>288.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44887</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44887 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,714.24</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,689,310</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.89</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="385"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,448</Structure Number - Item 8/B.ID.01><Structure Name>82112-S23</Structure Name><Facility Carried - Item 7/B.F.03>WYOMING AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,955</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,989</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>234.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>79.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.159805</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.159805 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,681.68</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>55.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,001</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="386"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,669</Structure Number - Item 8/B.ID.01><Structure Name>82191-S25</Structure Name><Facility Carried - Item 7/B.F.03>I-75 RAMP D SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TOLEDO DIX HWY &amp; RAMP C</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>442.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.24</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19444</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19444 42.24)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,970.02</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,207</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="387"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,147</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>FARMINGTON ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TARABUSI DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>LIVONIA      N/SEVEN MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,922</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,967</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,994</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>74</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.43</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.375145</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.375145 42.43)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,516</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,690,602</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.61</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="388"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,147</Structure Number - Item 8/B.ID.01><Structure Name>50111-S01</Structure Name><Facility Carried - Item 7/B.F.03>9 MI RD SB TURN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ST CLAIR SHORES</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,002</Year Overlaid - B.W.02><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>184</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.92164</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.92164 42.46)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,262.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>800,907</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="389"><Owner - Item 21 + 22/B.CL.01 + 02>Taylor</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,635</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HURON STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANK &amp; POET DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S OF EUREKA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.2</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23508333</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23508333 42.2)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,256.28</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,654,817</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="390"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,077</Structure Number - Item 8/B.ID.01><Structure Name>63174-S14-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COOLIDGE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TROY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,019</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>113.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18883</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18883 42.6)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,376.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="391"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,079</Structure Number - Item 8/B.ID.01><Structure Name>50061-S06</Structure Name><Facility Carried - Item 7/B.F.03>RAMP H AT MOUND RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,975</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>15</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,534.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>15</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>26</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04398611</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04398611 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>67,960.63</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,740,505</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="392"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,062</Structure Number - Item 8/B.ID.01><Structure Name>50023-S06</Structure Name><Facility Carried - Item 7/B.F.03>SB MOUND RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-59</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI. WEST OF UTICA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>130</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05231</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05231 42.62)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,825</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>812,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="393"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,442</Structure Number - Item 8/B.ID.01><Structure Name>82112-S17</Structure Name><Facility Carried - Item 7/B.F.03>OAKMAN BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,955</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>147.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>122.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11554</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11554 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,088.17</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,709</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="394"><Owner - Item 21 + 22/B.CL.01 + 02>Other Local Agencies</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,366</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DINGELL RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PERIMETER RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>950 FT N OF EUREKA RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,991</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,011</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>32</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>127.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.19</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.36348</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.36348 42.19)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,089.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>123.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,337</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="395"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,318</Structure Number - Item 8/B.ID.01><Structure Name>82194-S35</Structure Name><Facility Carried - Item 7/B.F.03>RMP TO SB I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 AND I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AMBASSADOR GATEWAY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,007</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>530.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0827</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0827 42.32)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>26,274.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>46</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,923</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="396"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,087</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SIX MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EN HINES DRIVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTHVILLE T W/NORTHV RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,933</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,994</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>66.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>53.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>07 Frame- Rigid exc Culv</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.471924</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.471924 42.41)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,599.22</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,680,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="397"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,733</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WISE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>COMMERCE TWP SEC 3/10</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,025</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>28.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05 xsi:nil="true" /><Longitude - Item 17/B.L.06 xsi:nil="true" /><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference /><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>843</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>630,008</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>9</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="398"><Owner - Item 21 + 22/B.CL.01 + 02>Other Local Agencies</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,369</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SB DINGELL RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST SERVICE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.8 MI S OF I-94</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,000</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>63</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.34351</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.34351 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,702.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,337</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="399"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,062</Structure Number - Item 8/B.ID.01><Structure Name>63174-S05-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>14 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N LTS OF MADISON HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,019</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>156</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.53</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11593</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11593 42.53)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,512.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.39</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="400"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,274</Structure Number - Item 8/B.ID.01><Structure Name>82051-C01</Structure Name><Facility Carried - Item 7/B.F.03>US-24</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SMITH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.7 MI NE OF FLATROCK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,011</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>25.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.12</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27975</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27975 42.12)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,542</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,038</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.79</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="401"><Owner - Item 21 + 22/B.CL.01 + 02>Sterling Heights</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,423</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>15 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RED RUN DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST OF SCHOENHERR RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,992</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>210</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.985855</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.985855 42.55)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,464</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="402"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,901</Structure Number - Item 8/B.ID.01><Structure Name>63101-S04</Structure Name><Facility Carried - Item 7/B.F.03>I-696</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DRAKE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.7MI E OF I-96 OVER DRAK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,960</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>108.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>143.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.39747</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.39747 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,490.73</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>140.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.61</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="403"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,710</Structure Number - Item 8/B.ID.01><Structure Name>82193-S07</Structure Name><Facility Carried - Item 7/B.F.03>CURTIS AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>108.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.218956</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.218956 42.42)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,779.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,594,907</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.98</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="404"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,719</Structure Number - Item 8/B.ID.01><Structure Name>82194-B02</Structure Name><Facility Carried - Item 7/B.F.03>I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,966</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.26</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.17344444</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.17344444 42.26)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,933.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>156</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.93</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="405"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,175</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BIG BEAVER</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>STURGIS DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST OF ROCHESTER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,975</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>31.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>111</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.12747</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.12747 42.56)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,507.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>111</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,408,243</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="406"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,912</Structure Number - Item 8/B.ID.01><Structure Name>63101-S15</Structure Name><Facility Carried - Item 7/B.F.03>M-10 NWESTERN HWY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696 RAMP D</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>101.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>86.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.287384</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.287384 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,820.35</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>83.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,102</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.52</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="407"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,056</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WARREN AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UPPER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DBN HT/DETROIT E/OUTER DR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,930</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,992</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,992</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>108.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>83</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24886</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24886 42.34)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,038.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,591,804</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.68</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="408"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,094</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SEVEN MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTHVILLE W/NORTHVILL RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,954</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>65</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>53.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.43</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.47789</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.47789 42.43)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,497</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,680,201</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="409"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,120</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NORTHVILLE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>PLYMOUTH T   S/NORTHVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,000</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,000</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>68</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.46726</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.46726 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,298.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,679,402</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.66</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="410"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,084</Structure Number - Item 8/B.ID.01><Structure Name>50061-S14</Structure Name><Facility Carried - Item 7/B.F.03>SHERWOOD AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696 &amp;RAMPS B,C,H,&amp;F</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,975</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,008</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,008</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>6</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>569.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>6</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>13</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04167</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04167 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>37,764.48</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>804,507</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.81</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="411"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,223</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>29 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CAMP BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5MI E OF ROMEO PLANK RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,017</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>21.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.76</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.95011</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.95011 42.76)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>511.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>815,710</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.46</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="412"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,588</Structure Number - Item 8/B.ID.01><Structure Name>82123-S40</Structure Name><Facility Carried - Item 7/B.F.03>I-96</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RAMP TO I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>38.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>145.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.100044</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.100044 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,638.59</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>143.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="413"><Owner - Item 21 + 22/B.CL.01 + 02>Southfield</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,302</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HICKORY LEAF RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NORTH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,925</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.51</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23602</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23602 42.51)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,437.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>687,301</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="414"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,546</Structure Number - Item 8/B.ID.01><Structure Name>82123-R05-8</Structure Name><Facility Carried - Item 7/B.F.03>OFF RAMP @ GRNFLD.</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LAND</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,993</Year Overlaid - B.W.02><Year Painted - B.W.02>1,993</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>243.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19618889</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19618889 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,678.86</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,590,606</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="415"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,399</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JEWELL ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE BR CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI NORTH OF 25 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>53.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.71</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.01565</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.01565 42.71)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,834.58</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>816,307</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.53</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="416"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,939</Structure Number - Item 8/B.ID.01><Structure Name>63102-S26</Structure Name><Facility Carried - Item 7/B.F.03>I-696 EB SERV</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-1 (WOODWARD AVE)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT I-696 &amp; WOODWARD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>124.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>114.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14502</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14502 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,281.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>111.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>633,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.73</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="417"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,882</Structure Number - Item 8/B.ID.01><Structure Name>82271-S02</Structure Name><Facility Carried - Item 7/B.F.03>US-24 I-75 CONN NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RACHO RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR OVER RACHO RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>125.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.19</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.247856</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.247856 42.19)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,421.16</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,579,905</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="418"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,202</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SOUTH RIVER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CHANNEL BETW LAKE &amp; RIVR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI E OF LAKE SHORE DR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,025</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>45</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.785484</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.785484 42.59)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,413</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>800,901</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.98</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="419"><Owner - Item 21 + 22/B.CL.01 + 02>Pontiac</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,268</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MARTIN LUTHER KING</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1/8 MI N INTER M-59 &amp; EBL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,938</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,973</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.42</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>74.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>07 Frame- Rigid exc Culv</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.65</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.270035</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.270035 42.65)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,266.29</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>63</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>673,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.56</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="420"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,510</Structure Number - Item 8/B.ID.01><Structure Name>82122-S22</Structure Name><Facility Carried - Item 7/B.F.03>BURT RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>276.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>70.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>12</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.246574</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.246574 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>19,396.26</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,582,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.92</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="421"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,008</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WEST ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SILVER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>HURON           W/INKSTER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,001</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.14</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.31329</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.31329 42.14)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>613.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06 xsi:nil="true" /><LRS Route ID Item 13/B.H.06>1,674,210</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.56</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="422"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,431</Structure Number - Item 8/B.ID.01><Structure Name>82112-S06</Structure Name><Facility Carried - Item 7/B.F.03>CLAIRMOUNT AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,954</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,995</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,994</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>135.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>88.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09022</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09022 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,005.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,584,807</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="423"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,147</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LAHSER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET 9 AND 10 MILE RDS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,983</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>71.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>80.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26053</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26053 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,780.76</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>63</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>685,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.68</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="424"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,392</Structure Number - Item 8/B.ID.01><Structure Name>82700-B01</Structure Name><Facility Carried - Item 7/B.F.03>BELLE ISLE TRAFFIC</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DETROIT RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DETROIT RIV AT BELLE ISLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,929</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>20</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>2,193.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>88</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>19</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>00 Other</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>1</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>1 Concrete</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.99666</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.99666 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>193,028</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>61.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,761</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="425"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,331</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>29 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST BRANCH COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI EAST OF OMO ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,005</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>110.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.76</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.84954</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.84954 42.76)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,833.39</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>41.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>815,710</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.61</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="426"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,006</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GROSSE ILE PARKWAY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TRENTON CHANNEL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GROSSE ILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,932</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,978</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>12</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,345.88</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>17 Movable- Swing</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>10</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>3 Steel</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>03 Gir-Flr Bm Non Comp</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.13</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.17303</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.17303 42.13)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>42,798.98</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,692,407</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.64</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="427"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,942</Structure Number - Item 8/B.ID.01><Structure Name>63102-S29</Structure Name><Facility Carried - Item 7/B.F.03>MOHAWK AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROYAL OAK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,983</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>180</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>91.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.13308</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.13308 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,452</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>83</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>652,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.45</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="428"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,404</Structure Number - Item 8/B.ID.01><Structure Name>82111-S17-3</Structure Name><Facility Carried - Item 7/B.F.03>MLK JR BLVD EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,017</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>149</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>58.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06801</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06801 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,686.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,907</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.77</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="429"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,398</Structure Number - Item 8/B.ID.01><Structure Name>63101-B01</Structure Name><Facility Carried - Item 7/B.F.03>I-696</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MINNOW POND DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI E OF FARMINGTON RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,023</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>42</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>69</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.36881</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.36881 42.5)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,898</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>142</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>9</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="430"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,097</Structure Number - Item 8/B.ID.01><Structure Name>50061-S31</Structure Name><Facility Carried - Item 7/B.F.03>FAIRFIELD AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,008</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>196</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.9938</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.9938 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,859.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>805,705</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="431"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,136</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HAGGERTY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>PLYMOUTH T S/PLYMOUTH RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,949</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>89.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44551</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44551 42.37)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,888.45</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>51.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,524</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.33</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="432"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,115</Structure Number - Item 8/B.ID.01><Structure Name>50062-S02</Structure Name><Facility Carried - Item 7/B.F.03>GROVELAND AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROSEVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>200</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.947685</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.947685 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,280</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,737</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.86</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="433"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,975</Structure Number - Item 8/B.ID.01><Structure Name>63103-S14</Structure Name><Facility Carried - Item 7/B.F.03>DEQUINDRE LFT TRN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN MADISON HEIGHTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,002</Year Overlaid - B.W.02><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>172</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>23.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08598</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08598 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,059.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>18.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,813,204</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="434"><Owner - Item 21 + 22/B.CL.01 + 02>Milford</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,244</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PETERS ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON RIVER (MILL POND)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W OF MILFORD RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,008</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>44.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.60805278</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.60805278 42.59)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,209.39</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>660,807</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="435"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,639</Structure Number - Item 8/B.ID.01><Structure Name>82111-Z01-3</Structure Name><Facility Carried - Item 7/B.F.03>M-10 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FORD UNDERGROUND GARAGE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ BATES STREET</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>0 Other</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,955</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>18</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>488</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>106</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>18</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04344</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04344 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>51,728</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,509</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.68</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="436"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,443</Structure Number - Item 8/B.ID.01><Structure Name>82191-S01-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N HURON RIVER DRIVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROCKWOOD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,008</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>154.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>79.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.07</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2524</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2524 42.07)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,251.42</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>76</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="437"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,168</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>INKSTER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DBN HTS/WESTLAND S/AA TR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,930</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>86.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.31251</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.31251 42.35)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,849.02</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>45.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>16.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="438"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,042</Structure Number - Item 8/B.ID.01><Structure Name>63174-B02-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RED RUN DRAIN PATH</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN MADISON HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>3 Pedestrian-bicycle</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,023</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,023</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>225</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.51</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.115074</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.115074 42.51)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,582.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.48</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="439"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,976</Structure Number - Item 8/B.ID.01><Structure Name>82293-S12</Structure Name><Facility Carried - Item 7/B.F.03>FIVE MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,021</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>6</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>594.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>74.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>6</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43085</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43085 42.4)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>44,045.04</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,203</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.93</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="440"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,797</Structure Number - Item 8/B.ID.01><Structure Name>63022-S02-3</Structure Name><Facility Carried - Item 7/B.F.03>I-96EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MILFORD RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.9 MI E OF LIVINGSTON CO</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,957</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,011</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,994</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>171.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>85.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.61615</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.61615 42.52)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,620.48</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>82.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>657,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.85</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="441"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,021</Structure Number - Item 8/B.ID.01><Structure Name>63172-S16</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLARKSTON RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.1 MI SE OF M-15</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,988</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,983</Year Overlaid - B.W.02><Year Painted - B.W.02>1,988</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>108.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.75</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.399796</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.399796 42.75)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,739.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>31.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="442"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,805</Structure Number - Item 8/B.ID.01><Structure Name>82251-S07-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 SB TO EB RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>I-75 &amp; I-375 INTCHG</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04615</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04615 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,541.28</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>24.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="443"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,034</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SERVICE DR S I-94</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WILLOW RUN DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>VAN BUREN   E/RAWSONVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,975</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>58.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.53555</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.53555 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,348</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,811,006</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.61</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="444"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,096</Structure Number - Item 8/B.ID.01><Structure Name>63174-S27</Structure Name><Facility Carried - Item 7/B.F.03>NINE MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN HAZEL PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,009</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>197.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10603</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10603 42.46)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,481.82</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>607,709</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="445"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,289</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>34 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI WEST OF COON CREEK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,975</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>28.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.83</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.92946</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.92946 42.83)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>757.18</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>821,608</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.7</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="446"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,279</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NEW HAVEN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>E B COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MILE WEST OF 28 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>85.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.75</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.842735</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.842735 42.75)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,710.55</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>814,905</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.41</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="447"><Owner - Item 21 + 22/B.CL.01 + 02>Other Local Agencies</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,284</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NORTHVILLE PARK DR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTHVILLE T S/SEVEN MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,945</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.475624</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.475624 42.42)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>919.36</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>22</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,708,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>K</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="448"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,185</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ANDERSONVILLE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET AIRPORT AND CLEMENT R</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,990</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.71</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.427704</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.427704 42.71)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,392.21</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>46</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>650,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.87</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="449"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,491</Structure Number - Item 8/B.ID.01><Structure Name>82122-S05</Structure Name><Facility Carried - Item 7/B.F.03>STARK RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,014</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>182</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.37789</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.37789 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,084.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,604,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.67</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="450"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,208</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GUNN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK TRAIL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET ADAMS &amp; ORION RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>0 Other</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,989</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>89.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>2</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>7 Timber</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>01 Slab</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>8 Gravel</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.74</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.175446</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.175446 42.74)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,804.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>609,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="451"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,159</Structure Number - Item 8/B.ID.01><Structure Name>50111-S16</Structure Name><Facility Carried - Item 7/B.F.03>12 MI RD N INTERCH</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W LTS OF ST CLAIR SHORES</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>194.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.51</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.91825</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.91825 42.51)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,568.42</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,803,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="452"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,304</Structure Number - Item 8/B.ID.01><Structure Name>63174-C06</Structure Name><Facility Carried - Item 7/B.F.03>I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LANE DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>I-75</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,020</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>20</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>141.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>4 Low Slump Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15921</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15921 42.57)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,836</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="453"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,170</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>12 MILE RD (EAST)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET TELEGRAPH AND LAHSER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>115</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>74.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.273735</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.273735 42.5)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,567.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>61</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,462,980</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.39</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="454"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,329</Structure Number - Item 8/B.ID.01><Structure Name>82081-B05</Structure Name><Facility Carried - Item 7/B.F.03>M-153 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,993</Year Overlaid - B.W.02><Year Painted - B.W.02>1,971</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>290</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24134</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24134 42.33)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>19,111</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>15.59</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="455"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,211</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MERIDIAN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>THOROFARE CH(GROSSE ILE)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GROSSE ILE TWP    S/FERRY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,024</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>80</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.33</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.14</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15858</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15858 42.14)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,746.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,690,909</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.92</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="456"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,185</Structure Number - Item 8/B.ID.01><Structure Name>82023-S17</Structure Name><Facility Carried - Item 7/B.F.03>GRAND RIVER AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>243.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>106.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.095345</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.095345 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>25,995.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>74</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.86</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="457"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,243</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>VANBORN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WEST OF INKSTER RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,000</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>80</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.31108</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.31108 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,760</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,203</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.91</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="458"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,164</Structure Number - Item 8/B.ID.01><Structure Name>50111-S22</Structure Name><Facility Carried - Item 7/B.F.03>I-94</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>14 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N LTS ST CLAIR SHORES</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,980</Year Overlaid - B.W.02><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>191.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>126.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.54</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.88594</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.88594 42.54)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>24,236.97</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>119.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="459"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,860</Structure Number - Item 8/B.ID.01><Structure Name>63051-S01-6</Structure Name><Facility Carried - Item 7/B.F.03>M-1 SB RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-102 (8 MILE RD)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT N LTS OF DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,956</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>119</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.125275</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.125275 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,842.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>43.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,598,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="460"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,583</Structure Number - Item 8/B.ID.01><Structure Name>82123-S35</Structure Name><Facility Carried - Item 7/B.F.03>PACIFIC AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>227.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.115906</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.115906 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,556</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,809</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.82</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="461"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,126</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NORTHVILLE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTHVILE T  S/SEVEN MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,996</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>90.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.47299</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.47299 42.42)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,454</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,679,402</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="462"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,970</Structure Number - Item 8/B.ID.01><Structure Name>82293-S07</Structure Name><Facility Carried - Item 7/B.F.03>I-275 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SCHOOLCRAFT RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI W OF LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,022</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>293</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4371</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4371 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>19,338</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>21.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="463"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,330</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HAVERHILL DR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SALT SLING GLOEDE DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>100 FT W OF GARFIELD RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>4 Low Slump Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.65</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.9569</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.9569 42.65)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>864</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>819,309</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.9</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="464"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,144</Structure Number - Item 8/B.ID.01><Structure Name>82022-S39</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GREENFIELD RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,971</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>178</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18295</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18295 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,191.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>37.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,580,403</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="465"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,034</Structure Number - Item 8/B.ID.01><Structure Name>50013-S12</Structure Name><Facility Carried - Item 7/B.F.03>M-53 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>24 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.0 MI N OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>107.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.015976</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.015976 42.68)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,891.25</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,210,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.86</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="466"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,381</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>31 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TUPPER BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI WEST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,022</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,022</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>32.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.79</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.89143</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.89143 42.79)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>988</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,408,230</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.88</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="467"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,871</Structure Number - Item 8/B.ID.01><Structure Name>63081-B02</Structure Name><Facility Carried - Item 7/B.F.03>M-10 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,929</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,969</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,006</Year Overlaid - B.W.02><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>59</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>90.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2767</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2767 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,345.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>85.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,102</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="468"><Owner - Item 21 + 22/B.CL.01 + 02>Utica</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,433</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>AUBURN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WEST OF VAN DYKE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,928</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,988</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,008</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>101.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.037605</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.037605 42.63)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,157.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>6,704,389</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.95</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="469"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,316</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HEYDENREICH ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE BRANCH CLINTON R</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI NORTH OF CASS AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,988</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>85</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.917534</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.917534 42.61)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,437</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>819,502</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="470"><Owner - Item 21 + 22/B.CL.01 + 02>Armada</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,410</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WEST MAIN STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>E BR COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SEC 23 ARMADA TWP</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,990</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>36.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.84</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.88689</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.88689 42.84)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,422.34</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>817,602</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.77</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="471"><Owner - Item 21 + 22/B.CL.01 + 02>Bloomfield Hill</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,612</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CRANBROOK ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER BRANCH</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WEST OF WOODWARD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,011</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>25.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24211</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24211 42.57)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>616.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>618,210</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="472"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,236</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ARMADA CENTER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST BRANCH COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI EAST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>38.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.85</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.88138</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.88138 42.85)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,011.68</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>824,306</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.42</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="473"><Owner - Item 21 + 22/B.CL.01 + 02>Trenton</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,516</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MARIAN DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANK AND POET DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TRENTON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,019</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>58.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.13</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2039</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2039 42.13)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,251.98</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>41</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,361</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.64</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="474"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,911</Structure Number - Item 8/B.ID.01><Structure Name>82291-S15</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>S HURON RIVER DRIVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROMULUS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>137.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.21</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.40477</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.40477 42.21)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,768.75</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.72</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="475"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,188</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>TOLEDO ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BLAKELY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BROWNSTOWN       N/SIBLEY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,926</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,959</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>87.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.18</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23564</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23564 42.18)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,109.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>71.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,688,707</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.48</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="476"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,202</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SPAULDING RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NOVI-LYON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTH OF ELEVEN MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,025</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.618385</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.618385 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>686</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>656,803</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="477"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,127</Structure Number - Item 8/B.ID.01><Structure Name>63191-S13</Structure Name><Facility Carried - Item 7/B.F.03>I-96 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>9 MI RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1 MI W OF FARMINGTON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,998</Year Overlaid - B.W.02><Year Painted - B.W.02>1,999</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>90.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>74.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.431076</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.431076 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,735.69</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>71.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>639,107</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="478"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,453</Structure Number - Item 8/B.ID.01><Structure Name>82112-S27-3</Structure Name><Facility Carried - Item 7/B.F.03>OUTER DRIVE EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>110</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.17609</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.17609 42.42)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,501</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,584,506</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.87</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="479"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,215</Structure Number - Item 8/B.ID.01><Structure Name>82024-S09-3</Structure Name><Facility Carried - Item 7/B.F.03>WB E GRAND BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,021</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>197.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>11</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.041504</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.041504 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,930.42</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,701,331</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="480"><Owner - Item 21 + 22/B.CL.01 + 02>Pontiac</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,772</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JOHNSON STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PONTIAC CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SW OF N CASS AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>4 Low Slump Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.3051</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.3051 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,248</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>673,005</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="481"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,125</Structure Number - Item 8/B.ID.01><Structure Name>63191-S10</Structure Name><Facility Carried - Item 7/B.F.03>TEN MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1 MI NW OF FARMINGTON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>398.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43114</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43114 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>28,822.44</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>68</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>656,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="482"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,490</Structure Number - Item 8/B.ID.01><Structure Name>82122-S04</Structure Name><Facility Carried - Item 7/B.F.03>YALE AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,014</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>176</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.39286</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.39286 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,166.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,210</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="483"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,687</Structure Number - Item 8/B.ID.01><Structure Name>82192-S09</Structure Name><Facility Carried - Item 7/B.F.03>PAUL AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,005</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>128</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21575</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21575 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,256</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,582,602</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="484"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,289</Structure Number - Item 8/B.ID.01><Structure Name>82053-B02-2</Structure Name><Facility Carried - Item 7/B.F.03>US-24 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE R</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>124</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27376</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27376 42.34)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,258.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,806</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.74</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="485"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,459</Structure Number - Item 8/B.ID.01><Structure Name>82112-S30</Structure Name><Facility Carried - Item 7/B.F.03>VASSAR DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>110.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.43</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.190346</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.190346 42.43)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,571.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,584,503</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="486"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,112</Structure Number - Item 8/B.ID.01><Structure Name>82022-S03</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WAYNE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.3 MI W OF TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>140.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.385605</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.385605 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,415.95</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,588,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="487"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,853</Structure Number - Item 8/B.ID.01><Structure Name>82071-V01</Structure Name><Facility Carried - Item 7/B.F.03>M-85</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WEST RIVERWALK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N SIDE OF ROSA PARK BLVD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>3 Pedestrian-bicycle</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,019</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>75</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>4 Low Slump Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06548</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06548 42.32)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,092.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>74</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.59</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="488"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,204</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>18 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PLUMBROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI EAST OF MOUND RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02>1,965</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>48.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>61.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04375</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04375 42.59)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,002.46</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>805,207</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.35</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="489"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,006</Structure Number - Item 8/B.ID.01><Structure Name>63172-S06-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 BL &amp; M-24</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ I-75 , M-24</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,988</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,988</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>193.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24329</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24329 42.68)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,817.94</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>67.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>21.52</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>18</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="490"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,991</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GIBRALTAR ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SILVER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>FLATROCKE/TELEGRAPH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,928</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,974</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,983</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.09</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2751</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2751 42.09)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,149.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,692,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.77</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-02-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="491"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,205</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>TOLEDO ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>LINCOLN PARK  S/OUTER DRV</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,930</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,959</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>29.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>101.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18152</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18152 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,031.86</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>101.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,688,707</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.86</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="492"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,352</Structure Number - Item 8/B.ID.01><Structure Name>82102-R01</Structure Name><Facility Carried - Item 7/B.F.03>M-14 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.5 MI W OF PLYMOUTH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,006</Year Overlaid - B.W.02><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>287</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.48811</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.48811 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,281.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,204</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="493"><Owner - Item 21 + 22/B.CL.01 + 02>Beverly Hills</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,221</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>EVERGREEN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.6 MI N OF 13 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,012</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>63.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24472</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24472 42.52)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,798.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>666,003</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.63</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="494"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,770</Structure Number - Item 8/B.ID.01><Structure Name>82195-S12</Structure Name><Facility Carried - Item 7/B.F.03>M-10N TO I-75S RMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,017</Year Overlaid - B.W.02><Year Painted - B.W.02>1,990</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>288.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.064415</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.064415 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,078</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,003</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="495"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,648</Structure Number - Item 8/B.ID.01><Structure Name>82191-S06-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>VAN HORN RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WOODHAVEN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,006</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>160</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.12</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24147</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24147 42.12)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,128</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="496"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,167</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>INKSTER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>INKSTER        N/MICHIGAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,930</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,968</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,024</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>88.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>74</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.31023</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.31023 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,563.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-02-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="497"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,765</Structure Number - Item 8/B.ID.01><Structure Name>82195-S06</Structure Name><Facility Carried - Item 7/B.F.03>M-10 SB TO EB RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 &amp; RAMP TO SB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>242.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06574</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06574 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,078.08</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,002</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="498"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,458</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SPINOZA DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>ROUGE PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,930</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>83</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>69.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.25423</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.25423 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,801.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,624,005</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.96</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="499"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,965</Structure Number - Item 8/B.ID.01><Structure Name>82293-S02</Structure Name><Facility Carried - Item 7/B.F.03>JOY RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI W OF LIVONIA LTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>325.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43689</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43689 42.35)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,754.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,672,705</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.24</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="500"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,833</Structure Number - Item 8/B.ID.01><Structure Name>63043-B05</Structure Name><Facility Carried - Item 7/B.F.03>M-59 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>E LTS OF PONTIAC</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>127.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2599</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2599 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,405.94</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>677,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="501"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,482</Structure Number - Item 8/B.ID.01><Structure Name>82141-B03-4</Structure Name><Facility Carried - Item 7/B.F.03>M-102 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PLUM CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI E OF US-24</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,013</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>75</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>61.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2698</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2698 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,627.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>640,807</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.64</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="502"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,072</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>E N HINES DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WESTLAND       E/MERRIMAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,952</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>90.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.34697</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.34697 42.34)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,026.67</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,689,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.77</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="503"><Owner - Item 21 + 22/B.CL.01 + 02>St Clair Shores</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,793</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LANGE STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LAKE ST CLAIR SHORES</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI E OF JEFFERSON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,006</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>38</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.88863</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.88863 42.48)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,447.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>829,901</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="504"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,383</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HAYES ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PRICE BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.25 MI S OF 28 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,979</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>16.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.74</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.97787</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.97787 42.74)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>382.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>857,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.66</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="505"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,914</Structure Number - Item 8/B.ID.01><Structure Name>82291-S17</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275 SB TO I-94 EB RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROMULUS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,011</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,992</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>127.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4149</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4149 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,096.25</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.61</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="506"><Owner - Item 21 + 22/B.CL.01 + 02>Dearborn Height</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,330</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HANOVER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DBN HGTS HARDING-MERRICK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,977</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>36.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.241455</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.241455 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,589.11</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,646,505</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.47</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="507"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,376</Structure Number - Item 8/B.ID.01><Structure Name>82705-C01</Structure Name><Facility Carried - Item 7/B.F.03>VISTA AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CANOE STREAM</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BELLE ISLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>4 Low Slump Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.98</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.98 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>683.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,275</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>9</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="508"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,611</Structure Number - Item 8/B.ID.01><Structure Name>82125-S01</Structure Name><Facility Carried - Item 7/B.F.03>I-96 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EIGHT MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,998</Year Overlaid - B.W.02><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>166.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>81.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43234</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43234 42.44)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,635.73</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>79.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>639,202</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.99</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="509"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,194</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ALLEN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>ALLEN PARK    S/OUTER DRV</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,021</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>56.79</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.196724</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.196724 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,520.98</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,594,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.93</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="510"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,521</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JOHN HIX ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN CITY OF WAYNE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,989</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,020</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>87</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.421875</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.421875 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,810.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,360</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="511"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,718</Structure Number - Item 8/B.ID.01><Structure Name>82194-B01-6</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB ON RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER &amp; PLEASANT S</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,018</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>10</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>601</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>10</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.29</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.128365</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.128365 42.29)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,948.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,506</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="512"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,243</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MOUND RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>STERLING RELIEF DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI NORTH OF 15 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,977</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>25.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>120</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>10</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04907778</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04907778 42.56)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,036</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>120</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>812,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="513"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,946</Structure Number - Item 8/B.ID.01><Structure Name>82292-S04</Structure Name><Facility Carried - Item 7/B.F.03>I-275 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>VAN BORN ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.2 MI W OF WAYNE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>120</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.26</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44098</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44098 42.26)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,696</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="514"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,907</Structure Number - Item 8/B.ID.01><Structure Name>63101-S10</Structure Name><Facility Carried - Item 7/B.F.03>FRANKLIN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,006</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>396.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>82.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.29959</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.29959 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>32,638.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>638,109</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.58</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="515"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,532</Structure Number - Item 8/B.ID.01><Structure Name>50011-C01</Structure Name><Facility Carried - Item 7/B.F.03>M-53</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>STERLING RELIEF DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI N OF 15 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>136</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.029335</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.029335 42.56)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,440</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,210,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.83</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>4</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="516"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,224</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>29 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NORTH BRANCH CLINTON RIV</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI W OF RAY CENTER RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,982</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,019</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>132.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.76</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.91414</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.91414 42.76)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,021.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>815,710</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="517"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,061</Structure Number - Item 8/B.ID.01><Structure Name>50023-S05</Structure Name><Facility Carried - Item 7/B.F.03>U TRN W/MOUND RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-59</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI. WEST OF UTICA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>129.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05436</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05436 42.62)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,481.07</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,205,540</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="518"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,190</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>OAKWOOD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>KEARSLEY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST OF ORTONVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.86</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4516</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4516 42.86)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>778.41</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>22</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,410,182</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.96</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="519"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,884</Structure Number - Item 8/B.ID.01><Structure Name>82291-B01</Structure Name><Facility Carried - Item 7/B.F.03>I-275 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON R &amp; METROPARK PATH</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NEW BOSTON VILLAGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,998</Year Overlaid - B.W.02><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>295.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>70.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.14</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.3823</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.3823 42.14)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>20,853.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>67.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.41</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="520"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,647</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SEYMOUR LAKE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BRADON TWP SEC 26/35</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>21</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.81</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.35364</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.35364 42.81)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,092</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06 xsi:nil="true" /><LRS Route ID Item 13/B.H.06>627,107</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.56</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>6</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>3</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="521"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,940</Structure Number - Item 8/B.ID.01><Structure Name>63102-S27</Structure Name><Facility Carried - Item 7/B.F.03>NB WOODWARD SERV</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT I-696 &amp; WOODWARD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>187.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.145</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.145 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,387.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,903,703</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.44</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="522"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,748</Structure Number - Item 8/B.ID.01><Structure Name>82194-S19</Structure Name><Facility Carried - Item 7/B.F.03>US-12</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 NB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>229</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>113.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.084564</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.084564 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>25,922.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>93.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,103</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.58</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="523"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,844</Structure Number - Item 8/B.ID.01><Structure Name>63043-S07</Structure Name><Facility Carried - Item 7/B.F.03>LIVERNOIS RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-59</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.4 MI E OF I-75</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,009</Year Overlaid - B.W.02><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>279.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15235</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15235 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,793</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>31.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>625,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.45</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="524"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,452</Structure Number - Item 8/B.ID.01><Structure Name>82112-S26</Structure Name><Facility Carried - Item 7/B.F.03>MCNICHOLS RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>134.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>128.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.17206</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.17206 42.42)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,269.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>106</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,680,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>19.37</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="525"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,403</Structure Number - Item 8/B.ID.01><Structure Name>82111-S16</Structure Name><Facility Carried - Item 7/B.F.03>GRAND RIVER AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,996</Year Overlaid - B.W.02><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>160.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>162.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>10</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06612</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06612 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>26,048.96</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>160.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,598,402</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="526"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,161</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LIVERNOIS ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET AVON AND HAMLIN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,012</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>69.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>88.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.67</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15338</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15338 42.67)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,133.05</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>625,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="527"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,268</Structure Number - Item 8/B.ID.01><Structure Name>82025-S21</Structure Name><Facility Carried - Item 7/B.F.03>HARPER AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN HARPER WOODS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,960</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>208.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.91652</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.91652 42.45)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,570.15</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,578,305</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="528"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,571</Structure Number - Item 8/B.ID.01><Structure Name>82123-S24</Structure Name><Facility Carried - Item 7/B.F.03>FULLERTON AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 (JEFFRIES FRWY)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,992</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>228.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>70.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14645</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14645 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,081.05</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,521</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.63</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="529"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,282</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BELL ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SWAN CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>HURON     N/WILL CARLETON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,952</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>28.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>8 Gravel</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.1</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.38656</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.38656 42.1)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>835.21</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,673,901</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.39</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="530"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,140</Structure Number - Item 8/B.ID.01><Structure Name>82022-S34</Structure Name><Facility Carried - Item 7/B.F.03>US-12 (MICHIGAN AV</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,948</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>223.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>117.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>52 Pl Girder Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>9</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.16061</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.16061 42.33)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>26,386.02</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>90</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,103</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.63</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="531"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,093</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SEVEN MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N/BRANCH JOHNSON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTHVILLE T       E/BECK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,934</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>21</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.50412</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.50412 42.42)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>800.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>37.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,680,703</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="532"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,066</Structure Number - Item 8/B.ID.01><Structure Name>50031-B01</Structure Name><Facility Carried - Item 7/B.F.03>M-97</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT S LIMITS OF MT CLEMENS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,948</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>210</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>82.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>52 Pl Girder Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.90143</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.90143 42.59)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,283</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>68</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,009</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="533"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,093</Structure Number - Item 8/B.ID.01><Structure Name>63174-S24</Structure Name><Facility Carried - Item 7/B.F.03>JOHN R</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN HAZEL PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,020</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>251.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>90.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10377</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10377 42.46)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>22,820.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>76</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,806</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.83</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="534"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,234</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ARMADA CENTER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NEWLAND DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI W OF ROMEO PLANK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,975</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>28.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.85</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.96925</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.96925 42.85)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,138.66</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>824,306</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.95</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="535"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,972</Structure Number - Item 8/B.ID.01><Structure Name>63103-S11</Structure Name><Facility Carried - Item 7/B.F.03>U-TURN @ BATTELLE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN MADISON HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>196</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>23.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1034</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1034 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,566.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,813,203</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="536"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,126</Structure Number - Item 8/B.ID.01><Structure Name>50072-B01</Structure Name><Facility Carried - Item 7/B.F.03>M-29</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FISH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.4 MI W OF NEW BALTIMORE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,008</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,008</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.78548</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.78548 42.68)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,136</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>807,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>15.9</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>18</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="537"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,035</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SERVICE DR N I-94</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WILLOW RUN DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>VAN BUREN   E/RAWSONVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,975</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>57.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.53673</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.53673 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,308</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,603,886</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.57</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="538"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,209</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>23 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N BRANCH CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI WEST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,013</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>206</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.67</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.881996</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.881996 42.67)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,191.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>76.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>807,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.98</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="539"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,256</Structure Number - Item 8/B.ID.01><Structure Name>82025-S11</Structure Name><Facility Carried - Item 7/B.F.03>HARPER AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>258.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>69.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.94821</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.94821 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,055.17</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,578,108</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.39</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="540"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,372</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>28 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>300 FT EAST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,000</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>32.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.75</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.87688</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.87688 42.75)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,174.24</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,920</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="541"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,086</Structure Number - Item 8/B.ID.01><Structure Name>50061-S17</Structure Name><Facility Carried - Item 7/B.F.03>U-TRN &amp; LFT TRN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN &amp; CENTERLINE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>196</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.029236</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.029236 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,916.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>55.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,803,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="542"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,769</Structure Number - Item 8/B.ID.01><Structure Name>82195-S11-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,999</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>236.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>82</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.064125</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.064125 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>19,376.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>23.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="543"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,184</Structure Number - Item 8/B.ID.01><Structure Name>50112-S03</Structure Name><Facility Carried - Item 7/B.F.03>26 MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.5 MI SW OF ST CLAIR COL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,002</Year Overlaid - B.W.02><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>355.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.72</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.75327</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.75327 42.72)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,584.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>816,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>17.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="544"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,951</Structure Number - Item 8/B.ID.01><Structure Name>63102-S39</Structure Name><Facility Carried - Item 7/B.F.03>LATHRUP ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF LATHRUP VILLAGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,988</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>130</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21869</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21869 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,291</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>655,509</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="545"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,028</Structure Number - Item 8/B.ID.01><Structure Name>63174-B02-6</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB OFF RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RED RUN DRAIN PATH</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN MADISON HEIGHTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>3 Pedestrian-bicycle</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>31.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>4 Low Slump Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.51</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11601</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11601 42.51)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>855.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>664,209</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="546"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,018</Structure Number - Item 8/B.ID.01><Structure Name>50015-S04</Structure Name><Facility Carried - Item 7/B.F.03>M-53 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>29 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WASHINGTON TWP SEC 14-23</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>238</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.76</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.01258</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.01258 42.76)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,566.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>45.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,210,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>15.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>19</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="547"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,181</Structure Number - Item 8/B.ID.01><Structure Name>82023-S13</Structure Name><Facility Carried - Item 7/B.F.03>SB W GRAND BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,013</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>200</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10943</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10943 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,680</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,307</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.37</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="548"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,326</Structure Number - Item 8/B.ID.01><Structure Name>82072-R01</Structure Name><Facility Carried - Item 7/B.F.03>M-3 (GRATIOT AVE)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEQUINDRE CUT</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>3 Pedestrian-bicycle</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,929</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,970</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,970</Year Overlaid - B.W.02><Year Painted - B.W.02>1,970</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>81.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>119.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>42 Multi Str Encsd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03584</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03584 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,787.66</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>89.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,788</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="549"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,171</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GRAND RIVER AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>KENT LAKE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET DIXBORO AND KENT LK R</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,009</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>131.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.66146</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.66146 42.52)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,680.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,104,142</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.42</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="550"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,013</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WEST ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>5TH ST, CONRAIL,GTW RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>TRENTON            E/FORT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>4 Highway-railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,939</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,985</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>35</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,230.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>35</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.14</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.182915</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.182915 42.14)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>67,420.44</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,210</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>3</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="551"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,899</Structure Number - Item 8/B.ID.01><Structure Name>82291-S03</Structure Name><Facility Carried - Item 7/B.F.03>SOUTH HURON</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.9 MI SE OF NEW BOSTON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>295</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>90.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.14</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.38168</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.38168 42.14)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>26,609</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>81.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,304</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="552"><Owner - Item 21 + 22/B.CL.01 + 02>Sterling Heights</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,424</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>17 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PLUMBROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST OF VAN DYKE (M53)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,984</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,024</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>127</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.58</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02532</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02532 42.58)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,255</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>805,203</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.26</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="553"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,360</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HAYES ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PRICE BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI SOUTH OF 26 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,006</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>32.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.71</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.97677</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.97677 42.71)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,288</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,921</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.87</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="554"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,041</Structure Number - Item 8/B.ID.01><Structure Name>50015-B01</Structure Name><Facility Carried - Item 7/B.F.03>M-53 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST POND CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI S OF 33 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,990</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,991</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>60</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.82</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.00258</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.00258 42.82)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,918</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>813,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>19.4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>19</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="555"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,193</Structure Number - Item 8/B.ID.01><Structure Name>82023-S25</Structure Name><Facility Carried - Item 7/B.F.03>I-94EB RMP TO M-10</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94 WB &amp; M-10 SB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT RAMP B-G</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,020</Year Overlaid - B.W.02><Year Painted - B.W.02>1,976</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>11</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,134</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>11</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>52 Pl Girder Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>13</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.077095</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.077095 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>47,741.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,508</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="556"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,810</Structure Number - Item 8/B.ID.01><Structure Name>63022-S14</Structure Name><Facility Carried - Item 7/B.F.03>M-5 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GRAND RIVER EB CONN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI E. OF FARMINGTON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,957</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>222.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>51.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.34624</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.34624 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,504.78</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>657,304</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>17.79</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="557"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,435</Structure Number - Item 8/B.ID.01><Structure Name>82112-S10</Structure Name><Facility Carried - Item 7/B.F.03>WEBB AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,955</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,991</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>166.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>76</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10211</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10211 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,646.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,584,710</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.22</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>D</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="558"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,189</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>QUINN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON HARRISON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>100 FT WEST OF I-94</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,016</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>55</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.88028056</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.88028056 42.55)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,277</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,211,435</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="559"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,506</Structure Number - Item 8/B.ID.01><Structure Name>82122-S19-5</Structure Name><Facility Carried - Item 7/B.F.03>NB SERV RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,014</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>166</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.275764</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.275764 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,035</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>61.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,580,109</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="560"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,716</Structure Number - Item 8/B.ID.01><Structure Name>63022-C05</Structure Name><Facility Carried - Item 7/B.F.03>M-5</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UPPER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI E OF ORCHARD LAKE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>81</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.35184</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.35184 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,106</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06 xsi:nil="true" /><LRS Route ID Item 13/B.H.06>657,304</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>17.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="561"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,146</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>FARMINGTON ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BELL CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>LIVONIA       N/FIVE MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>93.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.37389</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.37389 42.4)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,922.44</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,690,602</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.74</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="562"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,706</Structure Number - Item 8/B.ID.01><Structure Name>82193-S03</Structure Name><Facility Carried - Item 7/B.F.03>FENKELL AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,010</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>108.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>99.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2182</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2182 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,762.26</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>89.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,579,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.94</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="563"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,664</Structure Number - Item 8/B.ID.01><Structure Name>82022-S56</Structure Name><Facility Carried - Item 7/B.F.03>VINING RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF ROMULUS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,996</Year Overlaid - B.W.02><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>549.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.36789</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.36789 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>39,152.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>68</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,341</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="564"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,107</Structure Number - Item 8/B.ID.01><Structure Name>82022-R01</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR &amp; SHOOK RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.0 MI W OF TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>4 Highway-railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>285</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.39542</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.39542 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>22,372.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>75.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.63</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="565"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,275</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JEFFERSON AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SALT RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI N OF SUGARBUSH RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,019</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>100</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.66</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.77684</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.77684 42.66)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,900</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>821,205</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="566"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,056</Structure Number - Item 8/B.ID.01><Structure Name>63174-S01</Structure Name><Facility Carried - Item 7/B.F.03>GARDENIA RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROYAL OAK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>177.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.117226</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.117226 42.5)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,839.25</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>671,806</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="567"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,101</Structure Number - Item 8/B.ID.01><Structure Name>50061-S33-2</Structure Name><Facility Carried - Item 7/B.F.03>SB MOUND RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN THE CITY OF WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,008</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>174.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>81.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04598</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04598 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,281.16</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>79.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>812,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.75</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="568"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,633</Structure Number - Item 8/B.ID.01><Structure Name>82191-C03</Structure Name><Facility Carried - Item 7/B.F.03>I-75 &amp; M-85 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SMITH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.5 MI N OF N HURON RI DR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,008</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>99.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.08</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24221</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24221 42.08)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,237.76</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="569"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,711</Structure Number - Item 8/B.ID.01><Structure Name>82193-S08</Structure Name><Facility Carried - Item 7/B.F.03>7 MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>108.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>135.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.43</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21923</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21923 42.43)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,658.35</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>114</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,700,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.92</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="570"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,980</Structure Number - Item 8/B.ID.01><Structure Name>82293-S17</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>KOPPERNICK RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1 MI W OF LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>98.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44172</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44172 42.34)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,565.25</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>18.59</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="571"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,025</Structure Number - Item 8/B.ID.01><Structure Name>63172-S20</Structure Name><Facility Carried - Item 7/B.F.03>SB BALDWIN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3.1 MI NW OF M-24</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,993</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>230</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.71</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.30705</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.30705 42.71)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,639</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,414,691</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.58</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="572"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,918</Structure Number - Item 8/B.ID.01><Structure Name>82292-B01</Structure Name><Facility Carried - Item 7/B.F.03>I-275 SB EXIT RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE R/BIKE PATH</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.5 MI W OF WAYNE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,006</Year Overlaid - B.W.02><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>227.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44354</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44354 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,071.58</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>23.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,599,110</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="573"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,948</Structure Number - Item 8/B.ID.01><Structure Name>82292-S06</Structure Name><Facility Carried - Item 7/B.F.03>PALMER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1 MI NW OF WAYNE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,022</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>293</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.29</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44313</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44313 42.29)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,181.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="574"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,391</Structure Number - Item 8/B.ID.01><Structure Name>82111-S02</Structure Name><Facility Carried - Item 7/B.F.03>LAFAYETTE AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-375</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,960</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,990</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>184.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>113.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.037735</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.037735 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>21,025.94</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>89.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,507</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="575"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,673</Structure Number - Item 8/B.ID.01><Structure Name>82192-B02</Structure Name><Facility Carried - Item 7/B.F.03>M-39</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>340</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>92.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2143</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2143 42.31)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>31,450</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>85.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.96</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="576"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,728</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LONG LK SHORES DR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LONG LAKE CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BLOOMFIELD TWP SEC 7</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,930</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>52</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>71 Slab-Timb Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.31966</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.31966 42.59)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,456</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>640,402</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="577"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,930</Structure Number - Item 8/B.ID.01><Structure Name>63102-S14</Structure Name><Facility Carried - Item 7/B.F.03>U-TURN E.OF GRNFLD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROYAL OAK TOWNSHIP</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>155.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20059</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20059 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,395.85</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,412,694</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="578"><Owner - Item 21 + 22/B.CL.01 + 02>Pontiac</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,263</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>KENNETT ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CN &amp; GTW RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1/4 MI SE TELEGR &amp; OAKLND</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>50</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>58.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.67</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.32144</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.32144 42.67)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,920</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>673,310</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.34</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="579"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,122</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NORTHVILLE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTHVILE T   N/FIVE MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,922</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,964</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,979</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>64</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.46918</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.46918 42.4)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,968</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,679,402</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="580"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,989</Structure Number - Item 8/B.ID.01><Structure Name>63132-R01</Structure Name><Facility Carried - Item 7/B.F.03>M-150</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GTW RR,CLIN R,1ST&amp;2ST</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROCHESTER (S MAIN ST)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>8 Hwy-waterway-RR</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,989</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>8</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>810</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>70.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>8</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.67</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.13348</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.13348 42.67)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>56,862</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>51.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,413,538</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.24</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="581"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,543</Structure Number - Item 8/B.ID.01><Structure Name>82123-R04</Structure Name><Facility Carried - Item 7/B.F.03>WB TO NB TURN RDWY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RAILROAD-FULLERTON</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>4 Highway-railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,005</Year Overlaid - B.W.02><Year Painted - B.W.02>1,989</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>249.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21637</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21637 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,826.36</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>37.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,591,903</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="582"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,044</Structure Number - Item 8/B.ID.01><Structure Name>50021-S01</Structure Name><Facility Carried - Item 7/B.F.03>UTICA RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-59</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN UTICA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>143</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.041275</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.041275 42.62)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,209.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,211,434</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="583"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,066</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>E N HINES DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>PLYMOUTH T  W/NORTHVIL RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,932</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,976</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,976</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>96</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.46496</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.46496 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,992</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,689,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>6</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>D</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="584"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,934</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>FARR STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>COMMERCE TWP SEC 10</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,024</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>21</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>22</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.485275</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.485275 42.59)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>462</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>630,201</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="585"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,203</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DAWSON</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WEST OF MARTINDALE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,014</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.62665</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.62665 42.56)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,320</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>657,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.57</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="586"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,906</Structure Number - Item 8/B.ID.01><Structure Name>63101-S09-4</Structure Name><Facility Carried - Item 7/B.F.03>I-696 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>INKSTER RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,988</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,988</Year Overlaid - B.W.02><Year Painted - B.W.02>1,988</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>122.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.31904</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.31904 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,881.25</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>69.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.68</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="587"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,261</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LILLEY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TRUESDELL DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON      S/CHERRY HILL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.45758</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.45758 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>787.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,390</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="588"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,027</Structure Number - Item 8/B.ID.01><Structure Name>50013-S01</Structure Name><Facility Carried - Item 7/B.F.03>23 MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-53</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3.0 MI N OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,013</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,013</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>227.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.67</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.01463</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.01463 42.67)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,422.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>55.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>807,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>19</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="589"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,096</Structure Number - Item 8/B.ID.01><Structure Name>50061-S30</Structure Name><Facility Carried - Item 7/B.F.03>WAGNER DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,999</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>257</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.00111</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.00111 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,896.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>805,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.45</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="590"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,341</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GARFIELD RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SALT SLANG GLOEDE DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>MACOMB TWP SEC 31 &amp; 32</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,993</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.95345</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.95345 42.63)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,396.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,703</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.55</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="591"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,808</Structure Number - Item 8/B.ID.01><Structure Name>82251-S08-1</Structure Name><Facility Carried - Item 7/B.F.03>M-3 NB CONN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 &amp; I-375</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT OVER I-375</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>7</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>361.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>7</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04353</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04353 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,139.84</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>24.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="592"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,254</Structure Number - Item 8/B.ID.01><Structure Name>82025-S09-2</Structure Name><Facility Carried - Item 7/B.F.03>OUTER DRIVE SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>166.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.96024</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.96024 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,354.26</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,402</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="593"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,945</Structure Number - Item 8/B.ID.01><Structure Name>63102-S32</Structure Name><Facility Carried - Item 7/B.F.03>CORPORATE DR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI EAST OF LASHER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>236</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2578</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2578 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,021.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>686,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="594"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,107</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BECK ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>JOHNSON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTHVILLE T   N/SIX MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,930</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,989</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.51118</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.51118 42.41)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,143.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>37.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,603</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.98</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="595"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,298</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WARRENDALE DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DBN HTS   S/E N HINES DRV</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>77.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>32.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26855</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26855 42.34)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,551.84</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,648,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>D</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="596"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,130</Structure Number - Item 8/B.ID.01><Structure Name>82022-S24</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>OUTER DR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,996</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>112.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20399</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20399 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,360.32</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,588,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>18.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="597"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,279</Structure Number - Item 8/B.ID.01><Structure Name>82194-S42</Structure Name><Facility Carried - Item 7/B.F.03>RAMP C TO I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>US POE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT - GHIB</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>Not Applicable (P)</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,026</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>243.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>2</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10177</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10177 42.31)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,056.55</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>2,000,029</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="598"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,148</Structure Number - Item 8/B.ID.01><Structure Name>50111-S02</Structure Name><Facility Carried - Item 7/B.F.03>9 MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W LTS OF ST CLAIR SHORES</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>209.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.92101</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.92101 42.47)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,066.56</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,006</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="599"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,972</Structure Number - Item 8/B.ID.01><Structure Name>82293-S09</Structure Name><Facility Carried - Item 7/B.F.03>I-275 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-14</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI W OF LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02>1,971</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>437</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43703</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43703 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>28,317.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>21.75</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="600"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,867</Structure Number - Item 8/B.ID.01><Structure Name>63053-B02</Structure Name><Facility Carried - Item 7/B.F.03>US-24</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON R</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.5MI SE OF M-15</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,929</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,989</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,989</Year Overlaid - B.W.02><Year Painted - B.W.02>1,929</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>83.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.40369</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.40369 42.7)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,348.66</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>689,103</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.95</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="601"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,165</Structure Number - Item 8/B.ID.01><Structure Name>50111-S23</Structure Name><Facility Carried - Item 7/B.F.03>I-94</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>QUINN RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI N OF ST CLAIR SHRS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>121.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>123.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.87929</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.87929 42.55)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,980.07</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>117.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.92</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="602"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,121</Structure Number - Item 8/B.ID.01><Structure Name>63191-S06</Structure Name><Facility Carried - Item 7/B.F.03>TRN RDWY C (I-696)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 &amp; I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>I-96 &amp; I-696 INTERCHANGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>7 3d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,016</Year Overlaid - B.W.02><Year Painted - B.W.02>1,999</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>629</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.431854</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.431854 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>27,927.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>637,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.64</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="603"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,882</Structure Number - Item 8/B.ID.01><Structure Name>63081-S10</Structure Name><Facility Carried - Item 7/B.F.03>MOUNT VERNON ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD (M-10)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,020</Year Overlaid - B.W.02><Year Painted - B.W.02>2,020</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>121</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.230675</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.230675 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,646.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>688,107</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="604"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,961</Structure Number - Item 8/B.ID.01><Structure Name>82293-R03</Structure Name><Facility Carried - Item 7/B.F.03>I-275 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.0 MI W OF LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,012</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>206</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>61.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44124</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44124 42.34)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,607.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>58</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>18.78</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-31T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="605"><Owner - Item 21 + 22/B.CL.01 + 02>Dearborn Height</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,326</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GULLEY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN HEIGHTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,958</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>50.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28468</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28468 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,543.08</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,643,407</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.35</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="606"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,174</Structure Number - Item 8/B.ID.01><Structure Name>82023-S06</Structure Name><Facility Carried - Item 7/B.F.03>MARTIN STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,949</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,994</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>174.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>67.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1303</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1303 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,837.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,205</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.92</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="607"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,010</Structure Number - Item 8/B.ID.01><Structure Name>63172-S08-3</Structure Name><Facility Carried - Item 7/B.F.03>I-75 CONN EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-24</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ M-24(I-75 CONN TO M-24)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,994</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>183</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.69</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.241684</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.241684 42.69)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,765.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,849,508</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="608"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,965</Structure Number - Item 8/B.ID.01><Structure Name>63103-S04</Structure Name><Facility Carried - Item 7/B.F.03>SHEVLIN DBL U TURN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN HAZEL PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,021</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>232.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>99</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11046</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11046 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>23,047.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>76.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,708</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="609"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,195</Structure Number - Item 8/B.ID.01><Structure Name>82023-S27</Structure Name><Facility Carried - Item 7/B.F.03>M-10 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>6</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>297.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>53.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>6</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07603</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07603 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,005.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="610"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,586</Structure Number - Item 8/B.ID.01><Structure Name>82123-S38</Structure Name><Facility Carried - Item 7/B.F.03>MC GRAW AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,004</Year Overlaid - B.W.02><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>332</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>70.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>12</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10186389</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10186389 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>23,306.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,903</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="611"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,339</Structure Number - Item 8/B.ID.01><Structure Name>82081-S06-2</Structure Name><Facility Carried - Item 7/B.F.03>EVERGREEN RD SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-153</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,008</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,008</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>234.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.234764</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.234764 42.33)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,596.89</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,804,103</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.46</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="612"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,502</Structure Number - Item 8/B.ID.01><Structure Name>82122-S16</Structure Name><Facility Carried - Item 7/B.F.03>BEECH DALY RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN REDFORD TWP</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>177</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>82.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.29538</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.29538 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,584.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,600,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.96</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="613"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,040</Structure Number - Item 8/B.ID.01><Structure Name>63173-S10</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DIXIE HWY AND RAMPS</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI NW OF M-10</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,003</Year Overlaid - B.W.02><Year Painted - B.W.02>1,991</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>299.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.87</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.59252</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.59252 42.87)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,800.24</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>46</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>46.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="614"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,117</Structure Number - Item 8/B.ID.01><Structure Name>82022-S07</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>INKSTER RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W LTS OF TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>92.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>67.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.25</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.30828</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.30828 42.25)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,225.96</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="615"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,387</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>OMO ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST BRANCH COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI NORTH OF 26 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,999</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>120.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.73</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.86488</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.86488 42.73)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,200.33</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,329</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="616"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,716</Structure Number - Item 8/B.ID.01><Structure Name>82194-B01</Structure Name><Facility Carried - Item 7/B.F.03>I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE R,DEARBORN ST &amp; RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>8 Hwy-waterway-RR</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,018</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>106</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>8,627</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>132</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>103</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>3 Steel</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>82 Pl Girder Comp</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>18</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.29</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.127075</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.127075 42.29)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,138,764</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>125.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>16.7</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="617"><Owner - Item 21 + 22/B.CL.01 + 02>Wolverine Lake</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,314</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>OAK ISLAND DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WOLVERINE LAKE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SOUTH OF GLENGARY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,981</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>7</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>175.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>7</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4813</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4813 42.56)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,555.81</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>706,002</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="618"><Owner - Item 21 + 22/B.CL.01 + 02>Novi</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,862</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SHORELINE DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UNNAMED TRIBUTARY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT END OF TIMBER TRAIL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,968</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>48.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.54213889</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.54213889 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,358</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,414,109</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="619"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,019</Structure Number - Item 8/B.ID.01><Structure Name>63172-S14</Structure Name><Facility Carried - Item 7/B.F.03>SASHABAW RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.2 MI SE OF M-15</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,990</Year Overlaid - B.W.02><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>366.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.74</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.37963</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.37963 42.74)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>23,675.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>6,200,147</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.99</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="620"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,494</Structure Number - Item 8/B.ID.01><Structure Name>82710-B09</Structure Name><Facility Carried - Item 7/B.F.03>WOODSIDE DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CANOE STREAM</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BELLE ISLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,901</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,013</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>42 Multi Str Encsd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.96868611</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.96868611 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>909.09</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>22.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,633,305</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="621"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,264</Structure Number - Item 8/B.ID.01><Structure Name>82025-S18</Structure Name><Facility Carried - Item 7/B.F.03>ALLARD AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN HARPER WOODS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>167</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>58.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.43</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.92274</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.92274 42.43)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,702.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,636,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.76</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="622"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,661</Structure Number - Item 8/B.ID.01><Structure Name>82191-S17-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NORTH LINE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHGATE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,018</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,991</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>207.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.21</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22254</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22254 42.21)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,109.43</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.54</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="623"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,218</Structure Number - Item 8/B.ID.01><Structure Name>82024-S11</Structure Name><Facility Carried - Item 7/B.F.03>CONCORD AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,019</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>210</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02984</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02984 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,088</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,901</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.88</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="624"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,852</Structure Number - Item 8/B.ID.01><Structure Name>82252-S10-8</Structure Name><Facility Carried - Item 7/B.F.03>M-102 WB SERV RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,007</Year Overlaid - B.W.02><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>127.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0947</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0947 42.45)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,886.93</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>41.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,586,007</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.33</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="625"><Owner - Item 21 + 22/B.CL.01 + 02>Troy</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,310</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SOUTER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BARNARD DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI S OF MAPLE ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>29.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.12931667</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.12931667 42.55)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>882.05</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>695,507</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="626"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,866</Structure Number - Item 8/B.ID.01><Structure Name>82252-S30</Structure Name><Facility Carried - Item 7/B.F.03>DAVISON S SERV RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 RAMP C</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT OVER RAMP C</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,022</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>99.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07653</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07653 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,153.32</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,657</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.57</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="627"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,788</Structure Number - Item 8/B.ID.01><Structure Name>63022-C01</Structure Name><Facility Carried - Item 7/B.F.03>I-96</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NORTON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>5.0 MI NW OF NOVI</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,024</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>20</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>114</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>4 Low Slump Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.5627</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.5627 42.5)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,280</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>657,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.77</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>9</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="628"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,019</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PENNSYLVANIA ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BLAKELY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BWNSTN/TAYLORE/INKSTER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,950</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,972</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,972</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>51.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.18</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27915</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27915 42.18)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,139.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,307</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="629"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,032</Structure Number - Item 8/B.ID.01><Structure Name>50013-S10</Structure Name><Facility Carried - Item 7/B.F.03>M-53 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>25 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>5.0 MI N OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>114.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02451</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02451 42.7)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,912.05</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>813,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.95</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="630"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,767</Structure Number - Item 8/B.ID.01><Structure Name>82195-S09</Structure Name><Facility Carried - Item 7/B.F.03>M-10S TO I-75E RMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,990</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>6</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>400.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>6</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06336</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06336 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,285.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,002</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="631"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,246</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>VAN DYKE AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI SOUTH OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,012</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>100</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>74.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03214</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03214 42.62)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,440</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,211,016</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="632"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,357</Structure Number - Item 8/B.ID.01><Structure Name>82102-S04</Structure Name><Facility Carried - Item 7/B.F.03>RIDGE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-14</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.0 MI W OF PLYMOUTH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>347</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.52921</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.52921 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,829.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,602</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.24</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="633"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,936</Structure Number - Item 8/B.ID.01><Structure Name>63102-S23</Structure Name><Facility Carried - Item 7/B.F.03>WOODWARD U TURN W</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROYAL OAK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>154.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>76.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14715</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14715 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,803.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>72.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,903,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="634"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,002</Structure Number - Item 8/B.ID.01><Structure Name>63101-C03</Structure Name><Facility Carried - Item 7/B.F.03>I-696</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PEBBLE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>E OF INKSTER RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,023</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>32.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>123.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.31692</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.31692 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,970.77</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>150.04</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.8</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>9</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="635"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,072</Structure Number - Item 8/B.ID.01><Structure Name>50051-S01-2</Structure Name><Facility Carried - Item 7/B.F.03>I-94 CONN SB GRATI</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>13 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROSEVILLE (13 MI RD)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>133.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.91645</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.91645 42.52)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,087.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>801,509</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="636"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,136</Structure Number - Item 8/B.ID.01><Structure Name>63192-S04-6</Structure Name><Facility Carried - Item 7/B.F.03>M-5 S BD CD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>12 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>I-96,I696,M-5 INTRCHG</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,993</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>208.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44704</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44704 42.5)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,340.08</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>55.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,410,612</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="637"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,985</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>OAKVILLE-WALTZ RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SWAN CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>HURON/MONROE CO  W/I-275</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,927</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,958</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,016</Year Overlaid - B.W.02><Year Painted - B.W.02>1,976</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.09</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.38392</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.38392 42.09)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,211.04</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,228,108</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.89</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="638"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,693</Structure Number - Item 8/B.ID.01><Structure Name>82192-S15</Structure Name><Facility Carried - Item 7/B.F.03>PLYMOUTH ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39 (SOUTHFIELD)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,961</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>108.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>143.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>10</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21658</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21658 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,591.45</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>126</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,604,102</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>17.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="639"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,593</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SECORD LAKE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.6 MI N OF LEONARD ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,990</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,018</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>21</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.87</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11244</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11244 42.87)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>630</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>604,103</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.56</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="640"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,816</Structure Number - Item 8/B.ID.01><Structure Name>82251-S15</Structure Name><Facility Carried - Item 7/B.F.03>CANFIELD AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>228.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>67.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05144</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05144 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,528.73</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.71</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="641"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,513</Structure Number - Item 8/B.ID.01><Structure Name>82122-S25</Structure Name><Facility Carried - Item 7/B.F.03>INDUSTRIAL AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>251.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>12</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.231415</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.231415 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,922.25</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>6,200,225</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.74</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="642"><Owner - Item 21 + 22/B.CL.01 + 02>Sterling Heights</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,431</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MAPLE LANE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RED RUN DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTH OF 14 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,017</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>180</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.54</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.003815</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.003815 42.54)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,076</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>63</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,910</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="643"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,396</Structure Number - Item 8/B.ID.01><Structure Name>82111-S10</Structure Name><Facility Carried - Item 7/B.F.03>LARNED ST RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10 NB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,987</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,987</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>102</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05197</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05197 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,151.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,101</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="644"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,090</Structure Number - Item 8/B.ID.01><Structure Name>50061-S22</Structure Name><Facility Carried - Item 7/B.F.03>HOOVER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>206</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.00658</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.00658 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,150.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,909</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="645"><Owner - Item 21 + 22/B.CL.01 + 02>Woodhaven</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,526</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ARLINGTON STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BLAKELY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>300 FT W MONTEBELLO DR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,023</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>53.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.12</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22047</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22047 42.12)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,447.22</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,692,504</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.43</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="646"><Owner - Item 21 + 22/B.CL.01 + 02>Southfield</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,291</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NINE MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EVANS BRANCH OF ROUGE RI</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,019</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>124</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.267395</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.267395 42.46)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,812</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>684,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.56</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="647"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,179</Structure Number - Item 8/B.ID.01><Structure Name>50112-B01-3</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SALT RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI NE OF M-19</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,996</Year Overlaid - B.W.02><Year Painted - B.W.02>2,023</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>124</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.71</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.769936</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.769936 42.71)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,319.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>21.28</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="648"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,554</Structure Number - Item 8/B.ID.01><Structure Name>82123-S08</Structure Name><Facility Carried - Item 7/B.F.03>I-96 RAMP NB TO EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39 RAMP &amp; E SERVICE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,005</Year Overlaid - B.W.02><Year Painted - B.W.02>1,989</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>6</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>371.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>6</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21612</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21612 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,648.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>37.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,591,901</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="649"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,136</Structure Number - Item 8/B.ID.01><Structure Name>82022-S30</Structure Name><Facility Carried - Item 7/B.F.03>ROTUNDA DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>282.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.16952</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.16952 42.32)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>22,148</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,009</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="650"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,344</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JEFFERSON AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CONRAIL (ABN)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>E OF BEAUFAIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>0 Other</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,016</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>89.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>4 Low Slump Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.00682778</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.00682778 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,184.57</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>89.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,824</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.9</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="651"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,013</Structure Number - Item 8/B.ID.01><Structure Name>50011-S05</Structure Name><Facility Carried - Item 7/B.F.03>M-53 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CANAL RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI S OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,024</Year Overlaid - B.W.02><Year Painted - B.W.02>1,994</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>142</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.012566</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.012566 42.62)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,412.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>813,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.43</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="652"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,270</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NORTH AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>E B COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5MI N OF ARMADA CENTER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,931</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,964</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,996</Year Overlaid - B.W.02><Year Painted - B.W.02>1,964</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>38.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.86</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.88483</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.88483 42.86)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,428.03</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,817,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="653"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,482</Structure Number - Item 8/B.ID.01><Structure Name>82706-B07</Structure Name><Facility Carried - Item 7/B.F.03>PICNIC WAY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CANOE STREAM</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BELLE ISLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,901</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,990</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.98695</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.98695 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,335.15</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>33.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>5,494,461</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="654"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,378</Structure Number - Item 8/B.ID.01><Structure Name>82104-S06</Structure Name><Facility Carried - Item 7/B.F.03>N SERVICE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 RAMP TO WB M-8</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT M-8 WB RAMP</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,003</Year Overlaid - B.W.02><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>122.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08349</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08349 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,696.32</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,659</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="655"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,073</Structure Number - Item 8/B.ID.01><Structure Name>63174-S11-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST LONG LAKE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TROY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,019</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>138.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15927</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15927 42.59)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,221.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="656"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,801</Structure Number - Item 8/B.ID.01><Structure Name>82251-S03</Structure Name><Facility Carried - Item 7/B.F.03>I-75 N TO I-375 N</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-375</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT OVER I-375</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>397.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04338</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04338 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,264</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,602</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="657"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,151</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MERRIMAN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WESTLAND         N/WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,024</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>73.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.34931</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.34931 42.34)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,177.08</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,000</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.71</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-01-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="658"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,129</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HAGGERTY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SWAN CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SUMPTER            S/JUDD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,998</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.13</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44594</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44594 42.13)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,006.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.7</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="659"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,079</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>FIVE MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UPPER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DETROIT       E/TELEGRAPH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,024</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>135.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.271545</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.271545 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,023.76</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,579,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-01-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="660"><Owner - Item 21 + 22/B.CL.01 + 02>St Clair Shores</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,420</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JEFFERSON AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MILK RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S OF NINE MILE ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,001</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>80.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>98.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.87657</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.87657 42.45)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,906.86</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,264</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.47</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="661"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,831</Structure Number - Item 8/B.ID.01><Structure Name>82251-S30</Structure Name><Facility Carried - Item 7/B.F.03>I-75S TO I-94E RMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>7 3d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,979</Year Overlaid - B.W.02><Year Painted - B.W.02>1,983</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>274</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05735556</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05735556 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,000.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,708</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="662"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,365</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>27 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI WEST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,990</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>58</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.73</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.87783</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.87783 42.73)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,505.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,049</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="663"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,122</Structure Number - Item 8/B.ID.01><Structure Name>50062-S09</Structure Name><Facility Carried - Item 7/B.F.03>696 SERVICE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696 RAMP N TO W</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROSEVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,008</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,008</Year Overlaid - B.W.02><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>147</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>82.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.91944</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.91944 42.5)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,112.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>806,006</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="664"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,137</Structure Number - Item 8/B.ID.01><Structure Name>63201-B02</Structure Name><Facility Carried - Item 7/B.F.03>I-75 BR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT LAWRENCE STREET</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,964</Year Overlaid - B.W.02><Year Painted - B.W.02>1,964</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.29504</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.29504 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,909.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>641,407</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.6</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>4</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="665"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,809</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CRESENT LAKE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WATERFORD TWP SEC 15/16</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,992</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.66</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.386696</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.386696 42.66)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>810</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>22.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>699,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.42</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="666"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,612</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DAVISBURG RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SHIAWASSEE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.52 MI E OF DILLEY RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,023</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>36</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.75</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.5384</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.5384 42.75)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,098</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>649,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.86</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="667"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,158</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JOHN R ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GIBSON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET LONG LK AND SQ LAKE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,988</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,019</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>81</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1096</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1096 42.59)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,240</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,806</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="668"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,401</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SCHOENHERR RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE BR CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI NORTH OF 25 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>53.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.9956</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.9956 42.7)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,834.58</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>820,804</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.75</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="669"><Owner - Item 21 + 22/B.CL.01 + 02>Birmingham</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,230</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DERBY ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GRAND TRUNK WESTERN RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.9 MI W OF COOLIDGE HWY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,930</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>165</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20304</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20304 42.55)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,095</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>614,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="670"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,518</Structure Number - Item 8/B.ID.01><Structure Name>82194-S41</Structure Name><Facility Carried - Item 7/B.F.03>RAMP B FROM I-75BN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>US POE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT FORT STREET</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>Not Applicable (P)</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,026</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>243.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10243</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10243 42.31)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,032.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>2,000,022</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.41</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="671"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,061</Structure Number - Item 8/B.ID.01><Structure Name>63174-S04-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>13 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN MADISON HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,021</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>111.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11561</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11561 42.52)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,228.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.41</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="672"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,063</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PLYMOUTH ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>PLYMOUTH TWP   W/HAGGERTY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,934</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>63</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>11 Arch- Deck, Filled Sp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.45434</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.45434 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,433.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,680,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="673"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,258</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ROMEO PLANK RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GLOEDE DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MILES SOUTH OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,009</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>36</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.93438</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.93438 42.62)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,160</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>819,207</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="674"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,178</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GENERAL MOTORS RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET MARTINDALE AND GARNER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>64.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.58</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.62663</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.62663 42.58)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,807.58</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>661,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.64</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="675"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,640</Structure Number - Item 8/B.ID.01><Structure Name>82191-R02-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GTW RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,006</Year Overlaid - B.W.02><Year Painted - B.W.02>1,965</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>213.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.2</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23364</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23364 42.2)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,624.85</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>51.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.66</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="676"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,225</Structure Number - Item 8/B.ID.01><Structure Name>82024-S18</Structure Name><Facility Carried - Item 7/B.F.03>LUCKY PLACE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,983</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,983</Year Overlaid - B.W.02><Year Painted - B.W.02>1,983</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>174.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.038445</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.038445 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,523.27</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>45.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,746</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="677"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,956</Structure Number - Item 8/B.ID.01><Structure Name>82293-B03</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI W OF LIVONIA LTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,012</Year Overlaid - B.W.02><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>170</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4362</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4362 42.37)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,486</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>20.73</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-31T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="678"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,085</Structure Number - Item 8/B.ID.01><Structure Name>63174-S18-5</Structure Name><Facility Carried - Item 7/B.F.03>I-75 BL RMP EN TOP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 SB &amp; I-75BL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>9.5 MI E OF PONTIAC</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>7 3d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,017</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>469.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2328</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2328 42.61)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>22,197.89</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,400,017</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.34</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="679"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,105</Structure Number - Item 8/B.ID.01><Structure Name>50061-S36</Structure Name><Facility Carried - Item 7/B.F.03>NB SERVICE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RAMPS B&amp;G OFF I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,008</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>145.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04468</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04468 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,485.35</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,740,304</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.42</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="680"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,212</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>24 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE BRANCH CLINTON R</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI EAST OF MOUND RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04381</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04381 42.68)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>866.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>815,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.56</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="681"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,290</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>IRWIN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NEWLAND DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI E OF ROMEO PLANK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>19.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.86</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.96422</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.96422 42.86)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>665.86</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>819,907</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="682"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,149</Structure Number - Item 8/B.ID.01><Structure Name>82022-S46</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB RMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,984</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>11</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>275</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>7</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>1 Concrete</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>01 Slab</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22312</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22312 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,172.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,907</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="683"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,161</Structure Number - Item 8/B.ID.01><Structure Name>50111-S19</Structure Name><Facility Carried - Item 7/B.F.03>I-94</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>13 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROSEVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,980</Year Overlaid - B.W.02><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>180.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>130.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.9119</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.9119 42.52)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>23,612.48</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>124.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.42</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="684"><Owner - Item 21 + 22/B.CL.01 + 02>Farmington</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,236</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SHIAWASSEE STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BRANCH UPPER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>50FT W OF FARMINGTON ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,981</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>29.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.37178</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.37178 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,492.01</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>58.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>633,209</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.63</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>4</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="685"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,048</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CHERRY HILL ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FELLOWS CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON            W/I-275</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,975</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>133.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44387</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44387 42.31)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,453.98</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="686"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,348</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>22 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SALT SLANG GLOEDE DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.8 MI EAST OF HAYES ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,021</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.66</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.96044</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.96044 42.66)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>912</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>807,104</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.86</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="687"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,308</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BROWN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N B CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI NORTH OF EBELING</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>51.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.86</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.99173</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.99173 42.86)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,750.84</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>824,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.72</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="688"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,049</Structure Number - Item 8/B.ID.01><Structure Name>50022-B03</Structure Name><Facility Carried - Item 7/B.F.03>M-59 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N BR CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.7 MI W OF M-97</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,996</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>230</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.88903</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.88903 42.63)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,444</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>54</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>807,801</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.33</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>18</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="689"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,008</Structure Number - Item 8/B.ID.01><Structure Name>50011-B04-2</Structure Name><Facility Carried - Item 7/B.F.03>M-53 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PLUM CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3.2 MI S OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,988</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,015</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>56.96</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>53.13</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.58</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0306</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0306 42.58)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,026.28</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>813,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.52</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="690"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,467</Structure Number - Item 8/B.ID.01><Structure Name>82112-S34-8</Structure Name><Facility Carried - Item 7/B.F.03>M-102 (8 MILE RD)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10 &amp; RAMPS</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>7 3d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,995</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>15</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,838.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>92.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>12</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>3 Steel</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>82 Pl Girder Comp</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>21</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.200516</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.200516 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>170,052</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>88</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,817,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.94</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="691"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,656</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>25 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FISH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI EAST OF GRATIOT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,995</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>25.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.79718</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.79718 42.7)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,683.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>818,407</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="692"><Owner - Item 21 + 22/B.CL.01 + 02>Warren</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,435</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>RYAN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RED RUN DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.37 MI S OF 14 MI RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,991</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>126</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.53</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06827</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06827 42.53)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,097.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>799,302</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.67</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="693"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,116</Structure Number - Item 8/B.ID.01><Structure Name>63191-S02</Structure Name><Facility Carried - Item 7/B.F.03>HAGGERTY RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 EB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>E LTS OF NOVI</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>232</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.435425</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.435425 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,300.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>639,005</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.76</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="694"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,256</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LILLEY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FELLOWS CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON      N/CHERRY HILL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,978</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>4 Low Slump Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.45822</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.45822 42.31)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>891.42</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,390</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>4</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="695"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,838</Structure Number - Item 8/B.ID.01><Structure Name>63043-R03</Structure Name><Facility Carried - Item 7/B.F.03>M-59 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER TRAIL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.5 MI E OF I-75</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>3 Pedestrian-bicycle</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,010</Year Overlaid - B.W.02><Year Painted - B.W.02>2,010</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>202</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18885</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18885 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,857.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>65</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>677,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.8</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="696"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,310</Structure Number - Item 8/B.ID.01><Structure Name>82062-B02</Structure Name><Facility Carried - Item 7/B.F.03>US-12 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,009</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>352</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>77.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22204</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22204 42.31)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>27,209.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>68</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,600,206</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>17.33</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="697"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,268</Structure Number - Item 8/B.ID.01><Structure Name>63174-B05-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BARNARD DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI S OF MAPLE ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,020</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>41</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>67.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1167</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1167 42.55)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,763.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="698"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,155</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MIDDLE BELT ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BLAKELY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>HURON      S/PENNSYLVANIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,922</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,972</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.18</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.32542</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.32542 42.18)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>881.46</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>33.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,403</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.24</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="699"><Owner - Item 21 + 22/B.CL.01 + 02>Troy</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,987</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ROCHESTER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RENSHAW COUNTY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.8 MI N OF BIG BEAVER RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,979</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.12969167</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.12969167 42.61)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>812.25</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,413,538</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.42</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-01T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="700"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,440</Structure Number - Item 8/B.ID.01><Structure Name>82112-S15</Structure Name><Facility Carried - Item 7/B.F.03>M-8 WB DAVISON</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10 SB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,956</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>213.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11036</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11036 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,212.28</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,702,011</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="701"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,805</Structure Number - Item 8/B.ID.01><Structure Name>63022-S10</Structure Name><Facility Carried - Item 7/B.F.03>I-96 BL (GRAND RV)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-5</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2MI W OF FARMINGTON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,957</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,019</Year Overlaid - B.W.02><Year Painted - B.W.02>1,957</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>245</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>57.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.417175</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.417175 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,161</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,104,142</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.46</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="702"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,000</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>VREELAND ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANK &amp; POET DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GIBRALTAR/TRENTON  E/FORT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.11</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20544</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20544 42.11)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>920</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>3</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="703"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,790</Structure Number - Item 8/B.ID.01><Structure Name>82211-B03-2</Structure Name><Facility Carried - Item 7/B.F.03>M-85 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SEXTON-KILFOIL DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,011</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>74</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1815</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1815 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,617.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="704"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,575</Structure Number - Item 8/B.ID.01><Structure Name>82123-S27</Structure Name><Facility Carried - Item 7/B.F.03>U-TRN N OF GR RIV</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>174</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14564</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14564 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,167.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>21.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,804,005</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="705"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,309</Structure Number - Item 8/B.ID.01><Structure Name>82062-B01</Structure Name><Facility Carried - Item 7/B.F.03>US-12 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,009</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>352</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>77.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.222664</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.222664 42.31)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>27,209.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>68</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,704,788</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.71</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="706"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,239</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MILLER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CONRAIL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DEARBORN       S/MICHIGAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,026</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>11</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,464</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>92.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>11</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.16257</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.16257 42.32)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>135,566.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>84</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,589,801</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.97</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="707"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,814</Structure Number - Item 8/B.ID.01><Structure Name>82251-S13</Structure Name><Facility Carried - Item 7/B.F.03>WILKINS ST &amp; RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,961</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>228.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.045654</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.045654 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,558.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,607</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="708"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,754</Structure Number - Item 8/B.ID.01><Structure Name>82194-S25</Structure Name><Facility Carried - Item 7/B.F.03>RMP I-96E TO I-75N</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 SB &amp; ENTRANCE RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,998</Year Overlaid - B.W.02><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>179.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.085304</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.085304 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,253.55</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>37.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,590,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.33</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>D</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="709"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,292</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WEAR ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BRADSHAW DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SUMPTERE/RAWSONVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.12</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.53434</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.53434 42.12)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>576</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,407</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="710"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,679</Structure Number - Item 8/B.ID.01><Structure Name>82192-S02-3</Structure Name><Facility Carried - Item 7/B.F.03>OUTER DRIVE S EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>104</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21724</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21724 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,122.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>67.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,471</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.24</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="711"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,319</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>34 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HIGHBANK CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1200' E OF ARMADA RIDGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,025</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>32</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.84</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.8235</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.8235 42.84)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>870.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>817,609</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>9</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="712"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,106</Structure Number - Item 8/B.ID.01><Structure Name>63043-S15</Structure Name><Facility Carried - Item 7/B.F.03>WB M-59(OFF RMP)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ADAMS RD ON RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>ROCHESTER HILLS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>89</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.65</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19596</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19596 42.65)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,968.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>75</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,462,968</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="713"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,446</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ADELAIDE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEQUINDRE CUT PATHWAY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BETWN ORLEANS &amp; ST AUBIN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>3 Pedestrian-bicycle</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,014</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>68.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03641</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03641 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,329</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,587,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="714"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,599</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LAKE CREST DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROSEWOOD LAKE CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>200' N OF AMBERWOOD CT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,998</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>121</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43406</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43406 42.57)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,146</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,413,204</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.24</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="715"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,123</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>FISH LAKE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SHIAWASSEE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>HOLLY TWP SEC 29/28</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.8</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.64772</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.64772 42.8)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,066.05</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>649,104</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="716"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,142</Structure Number - Item 8/B.ID.01><Structure Name>50111-B04</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER, N&amp;S RDS</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI E OF MT CLEMENS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>6 Highway-waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,947</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>6</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>357.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>53</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>6</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.857124</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.857124 42.59)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,963.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="717"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,498</Structure Number - Item 8/B.ID.01><Structure Name>82122-S12</Structure Name><Facility Carried - Item 7/B.F.03>RACE TRACK ENTRC</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>158</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>74.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.32669</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.32669 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,755.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,704,512</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="718"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,014</Structure Number - Item 8/B.ID.01><Structure Name>63172-S10-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>JOSLYN RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.0 MI NW OF M-24 (JOSLYN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,008</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,008</Year Overlaid - B.W.02><Year Painted - B.W.02>1,988</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>214</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28398</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28398 42.7)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,962.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>24.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="719"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,211</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MALONEY STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLEAR-LONG LAKE CHANNEL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTH OF DRAHNER RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>20</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.81</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.294044</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.294044 42.81)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>460</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>671,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="720"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,445</Structure Number - Item 8/B.ID.01><Structure Name>82112-S20</Structure Name><Facility Carried - Item 7/B.F.03>DEXTER-BELDEN AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10 JOHN LODGE FRWY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,955</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,994</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,994</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>173.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.13552</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.13552 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,770.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,584,607</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="721"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,176</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BEECH-DALY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WESTERN GOLF CLUB PATH</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>REDFORD   S/FIVE MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>3 Pedestrian-bicycle</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,961</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>20</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2956</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2956 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,200</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,600,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.52</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="722"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,785</Structure Number - Item 8/B.ID.01><Structure Name>82211-B01-1</Structure Name><Facility Carried - Item 7/B.F.03>M-85 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MARSH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI SW OF TRENTON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,016</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>43</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.11</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21898</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21898 42.11)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,947.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="723"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,302</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>33 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST MILL LAKE OUTLET</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>JUST WEST OF CAMP GROUND</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>19.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.82</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04044</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04044 42.82)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>472.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>821,606</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.68</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="724"><Owner - Item 21 + 22/B.CL.01 + 02>Livonia</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,509</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NEWBURGH ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NEWBURGH RD @ ROUGE RIVER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,989</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>59.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>80.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.41128</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.41128 42.37)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,817.79</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,394</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.99</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="725"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,999</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>VREELAND ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BLAKELY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BRWNTWN/WOODHE/ALLEN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,925</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,956</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>55.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.11</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22244</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22244 42.11)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,527.74</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>37.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.24</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="726"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,684</Structure Number - Item 8/B.ID.01><Structure Name>82192-S06</Structure Name><Facility Carried - Item 7/B.F.03>VILLAGE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.25 MILES S OF RIVER RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>180</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>58.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2125</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2125 42.31)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,602</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>46.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>6,704,648</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="727"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,107</Structure Number - Item 8/B.ID.01><Structure Name>82700-B02</Structure Name><Facility Carried - Item 7/B.F.03>LAKESIDE DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>INLET CHANNEL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BELLE ISLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,019</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>59.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.96072</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.96072 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,879.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>22</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>5,494,521</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.43</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="728"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,738</Structure Number - Item 8/B.ID.01><Structure Name>82194-S10</Structure Name><Facility Carried - Item 7/B.F.03>LIVERNOIS AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,021</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>209.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>105.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10414</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10414 42.31)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>22,091.94</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="729"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,121</Structure Number - Item 8/B.ID.01><Structure Name>82022-S11</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BEECH-DALY RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR,OVER BEECH-DALY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,977</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,977</Year Overlaid - B.W.02><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>156.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>50.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.26</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2894</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2894 42.26)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,902.72</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>46.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.74</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>3</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="730"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,133</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HAGGERTY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FELLOWS CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON             S/FORD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,930</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,978</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44851</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44851 42.31)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,274.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>51.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,524</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.22</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="731"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,214</Structure Number - Item 8/B.ID.01><Structure Name>82024-S08</Structure Name><Facility Carried - Item 7/B.F.03>CHENE ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,018</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>179.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>79.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.046364</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.046364 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,340.06</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>57</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,587,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="732"><Owner - Item 21 + 22/B.CL.01 + 02>Farmington Hill</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,367</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>TUCK RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UPPER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.21 MI N OF SALISBURY ST</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,925</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.3464</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.3464 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>690</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>31.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>634,108</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>3</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="733"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,233</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ARMADA CENTER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N. BRANCH CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI WEST OF MCFADDEN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,995</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>79.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.85</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.97874</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.97874 42.85)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,451.01</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>824,306</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.47</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="734"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,083</Structure Number - Item 8/B.ID.01><Structure Name>50061-S11-4</Structure Name><Facility Carried - Item 7/B.F.03>11 MI RD WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MND RD &amp;RMPS C&amp;D O I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,977</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>358.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04525</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04525 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>26,077.49</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>58.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,209</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="735"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,891</Structure Number - Item 8/B.ID.01><Structure Name>63082-S01</Structure Name><Facility Carried - Item 7/B.F.03>US-24</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10 SB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,975</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,999</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>198.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>123</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28456</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28456 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>24,427.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>116.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="736"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,830</Structure Number - Item 8/B.ID.01><Structure Name>82251-S29</Structure Name><Facility Carried - Item 7/B.F.03>I-94 W-S RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 &amp; RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,014</Year Overlaid - B.W.02><Year Painted - B.W.02>1,989</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>185.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05793</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05793 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,134.72</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,703</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="737"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,135</Structure Number - Item 8/B.ID.01><Structure Name>50092-B02</Structure Name><Facility Carried - Item 7/B.F.03>M-19</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SALT RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>5.2 MI SW OF ST CLAIR COL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,991</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>45</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>51.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.73</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.78813</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.78813 42.73)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,308.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>832,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.98</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="738"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,183</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>FORT STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>ROCKWOOD S/HURON RIVER DR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,981</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,980</Year Overlaid - B.W.02><Year Painted - B.W.02>1,980</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>180.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.06</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.25372</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.25372 42.06)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,853.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,302,168</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="739"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,017</Structure Number - Item 8/B.ID.01><Structure Name>50011-S09</Structure Name><Facility Carried - Item 7/B.F.03>M-53 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>19 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.0 MI S OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>121.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.012985</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.012985 42.61)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,503.95</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,210,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.72</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="740"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,657</Structure Number - Item 8/B.ID.01><Structure Name>82191-S14-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EUREKA RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR OVER EUREKA RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,018</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,018</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>228.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.2</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.239525</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.239525 42.2)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,434.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="741"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,519</Structure Number - Item 8/B.ID.01><Structure Name>82122-S31</Structure Name><Facility Carried - Item 7/B.F.03>LFT TRN E MIDLBELT</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>166.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.33239</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.33239 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,412.25</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,803,901</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="742"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,250</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SB SCHOENHERR RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PLUM BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.6 MI N OF METRO PKWY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,991</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>129.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.9901</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.9901 42.57)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,027.13</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,922,901</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.43</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="743"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,141</Structure Number - Item 8/B.ID.01><Structure Name>50111-B03</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER, N&amp;S RDS</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI E OF MT CLEMENS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>6 Highway-waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>6</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>357.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>6</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.857475</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.857475 42.59)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>21,468</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,502</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.55</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="744"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,862</Structure Number - Item 8/B.ID.01><Structure Name>82252-S26</Structure Name><Facility Carried - Item 7/B.F.03>DEQUINDRE U-TURN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>156</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06823</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06823 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,274.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>19.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,630,904</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="745"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,856</Structure Number - Item 8/B.ID.01><Structure Name>82252-S14</Structure Name><Facility Carried - Item 7/B.F.03>CARPENTER AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN HAMTRAMCK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,988</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>203.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0724</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0724 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,209.28</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,803</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="746"><Owner - Item 21 + 22/B.CL.01 + 02>Sylvan Lake</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,306</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PONTIAC RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SYLVAN LAKE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.6 MI N OF ORCHARD LAKE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,900</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>21</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>11 Arch- Deck, Filled Sp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.334435</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.334435 42.62)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>585.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>18</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>689,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="747"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,977</Structure Number - Item 8/B.ID.01><Structure Name>63103-S16</Structure Name><Facility Carried - Item 7/B.F.03>I-696 TURN RDWY EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696&amp;RAMPS FROM I-75NB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ I-75</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>7 3d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,007</Year Overlaid - B.W.02><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>408</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11111111</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11111111 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,115.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,738,907</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="748"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,170</Structure Number - Item 8/B.ID.01><Structure Name>50111-S27-3</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CROCKER RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI SE OF MT CLEMENS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,006</Year Overlaid - B.W.02><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>379.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>57</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.58</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.858</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.858 42.58)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>21,654.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.65</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="749"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,393</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BAGLEY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CONRAIL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WEST OF FOURTEENTH ST</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,978</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,978</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>277.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>77.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07467</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07467 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>21,620.62</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>54.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,918</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.39</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="750"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,509</Structure Number - Item 8/B.ID.01><Structure Name>82122-S21</Structure Name><Facility Carried - Item 7/B.F.03>OUTER DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>230.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>169.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>10</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.25603</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.25603 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>39,161.95</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>166</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,582,205</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="751"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,036</Structure Number - Item 8/B.ID.01><Structure Name>63173-S06</Structure Name><Facility Carried - Item 7/B.F.03>EAST HOLLY RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>5.4 MI NW OF M-15</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,004</Year Overlaid - B.W.02><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>341.25</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.78</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.53449</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.53449 42.78)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,455.63</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>33.25</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>651,609</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="752"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,066</Structure Number - Item 8/B.ID.01><Structure Name>63174-S08-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LIVERNOIS RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TROY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,019</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>128.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.147514</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.147514 42.56)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,483.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.53</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="753"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,927</Structure Number - Item 8/B.ID.01><Structure Name>82292-B10</Structure Name><Facility Carried - Item 7/B.F.03>I-275 RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MCCLAUGHERY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1 MI SW OF WAYNE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,012</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,012</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>54</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.25</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43692</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43692 42.25)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,035.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,600,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.39</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="754"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,557</Structure Number - Item 8/B.ID.01><Structure Name>82123-S10-7</Structure Name><Facility Carried - Item 7/B.F.03>I-96 RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>E B SERVICE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,005</Year Overlaid - B.W.02><Year Painted - B.W.02>1,988</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>8</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>624</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>8</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21138</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21138 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,409.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,306</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>D</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="755"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,550</Structure Number - Item 8/B.ID.01><Structure Name>82123-S04</Structure Name><Facility Carried - Item 7/B.F.03>U-TRN SERV RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39(SOUTHFIELD EXPR)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,989</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>241.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21656</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21656 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,238.56</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,804,001</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="756"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,270</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DENTON ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FOWLER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON           N/GEDDES</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,001</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>22</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.52498</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.52498 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>484</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,599,103</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.27</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="757"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,325</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WEST ARCHER DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CHANNEL TO LAKE ST CLAIR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI S OF S RIVER RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,023</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>45</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.63</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.79069</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.79069 42.59)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,423.35</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.29</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>832,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="758"><Owner - Item 21 + 22/B.CL.01 + 02>Sterling Heights</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,427</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>RYAN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BIG BEAVER DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S OF 15 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,983</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>57.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06924</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06924 42.55)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,929.98</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>799,302</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="759"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,338</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>OMO ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST BRANCH COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI NORTH OF 31 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>87.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.79</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.85966</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.85966 42.79)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,806.07</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,329</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.43</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="760"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,791</Structure Number - Item 8/B.ID.01><Structure Name>82211-B04</Structure Name><Facility Carried - Item 7/B.F.03>M-85 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,024</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>55.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>61.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.26</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.167496</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.167496 42.26)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,418.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.85</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="761"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,139</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WALTZ ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>HURON T S/HURON RIVER DR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,019</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>220</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.16</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.16</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.40259</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.40259 42.16)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,375.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,673,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.76</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="762"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,619</Structure Number - Item 8/B.ID.01><Structure Name>82141-B01</Structure Name><Facility Carried - Item 7/B.F.03>M-102 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI W OF US-24</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,931</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,987</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>70</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28131</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28131 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,075</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>69</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,817,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="763"><Owner - Item 21 + 22/B.CL.01 + 02>Novi</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,859</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WIXOM RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UNNAMED TRIB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>500 FT S OF 11 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,012</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>42.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.53455556</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.53455556 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,195.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>639,101</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="764"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,282</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>36 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SECORD LAKE OUTLET</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3.5 MILES WEST OF M-53</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.86</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09255</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09255 42.86)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,151.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>822,708</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.46</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="765"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,020</Structure Number - Item 8/B.ID.01><Structure Name>63172-S15</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLARKSTON RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.1 MI SE OF M-15</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,988</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,983</Year Overlaid - B.W.02><Year Painted - B.W.02>1,988</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>105</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.75</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.39977</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.39977 42.75)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,510</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>58.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>30.99</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>16</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="766"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,193</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WINKLER MILL</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>STONY CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTH OF WASHINGTON RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>71 Slab-Timb Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.71</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10296</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10296 42.71)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>657.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>667,801</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>3</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="767"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,953</Structure Number - Item 8/B.ID.01><Structure Name>63102-S41</Structure Name><Facility Carried - Item 7/B.F.03>ROANOKE U-TURN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.7 MI W WOODWARD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>154</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.16011</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.16011 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,639.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,412,695</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="768"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,102</Structure Number - Item 8/B.ID.01><Structure Name>82021-S06</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HANNAN RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3 MI E OF BELLEVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,972</Year Overlaid - B.W.02><Year Painted - B.W.02>1,992</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>105.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.42425</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.42425 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,817.65</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>61.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="769"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,659</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MORTON TAYLOR RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WILLOW CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTH OF FORD RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,000</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>90.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>76.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.46873</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.46873 42.33)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,923.25</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,622</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="770"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,374</Structure Number - Item 8/B.ID.01><Structure Name>82104-S02</Structure Name><Facility Carried - Item 7/B.F.03>JOHN R STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-8, DAVISON FWY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>HIGHLAND PARK  E/WOODWARD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>212.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>50.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09252</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09252 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,646.25</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>37</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,625,909</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.7</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="771"><Owner - Item 21 + 22/B.CL.01 + 02>Southfield</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,296</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>FRANKLIN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PERNICK CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,992</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28886667</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28886667 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,364</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>638,109</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.46</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="772"><Owner - Item 21 + 22/B.CL.01 + 02>Birmingham</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,480</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>N OLD WOODWARD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 NW OF MAPLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,006</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21728</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21728 42.55)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,877.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>72.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>613,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.46</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="773"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,874</Structure Number - Item 8/B.ID.01><Structure Name>63081-S03</Structure Name><Facility Carried - Item 7/B.F.03>M-10 (RAMP B)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10 RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD (RAMP A)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,006</Year Overlaid - B.W.02><Year Painted - B.W.02>1,989</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>193.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21788</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21788 42.46)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,767.11</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,608</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="774"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,919</Structure Number - Item 8/B.ID.01><Structure Name>63102-S03</Structure Name><Facility Carried - Item 7/B.F.03>LAHSER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,984</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>240.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>106.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2613</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2613 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>25,629.34</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>88</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>685,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.91</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="775"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,015</Structure Number - Item 8/B.ID.01><Structure Name>63172-S11</Structure Name><Facility Carried - Item 7/B.F.03>NB BALDWIN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3.1 MI NW OF M-24</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,993</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>236</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.71</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.30673</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.30673 42.71)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,286.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>655,009</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.41</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="776"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,921</Structure Number - Item 8/B.ID.01><Structure Name>63102-S05</Structure Name><Facility Carried - Item 7/B.F.03>EVERGREEN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>130</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>106.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24119</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24119 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,871</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>88</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>666,003</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="777"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,514</Structure Number - Item 8/B.ID.01><Structure Name>82122-S26</Structure Name><Facility Carried - Item 7/B.F.03>BERWYN STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN REDFORD TWP</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>220</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.299484</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.299484 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,208</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,218</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="778"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,560</Structure Number - Item 8/B.ID.01><Structure Name>82123-S12</Structure Name><Facility Carried - Item 7/B.F.03>HUBBELL AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 (JEFFRIES FRWY)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>280.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>12</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18808</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18808 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,623.67</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,590,607</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="779"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,662</Structure Number - Item 8/B.ID.01><Structure Name>82191-S19</Structure Name><Facility Carried - Item 7/B.F.03>LONDON MOORE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>140.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.24</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19938</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19938 42.24)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,344.54</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,165</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>11</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="780"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,839</Structure Number - Item 8/B.ID.01><Structure Name>82252-R10</Structure Name><Facility Carried - Item 7/B.F.03>M-8 E-S RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GTW RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,015</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,015</Year Overlaid - B.W.02><Year Painted - B.W.02>1,971</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>220</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.080826</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.080826 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,248</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>16.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,591,103</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.37</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="781"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,154</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GALLAGHER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET ORION AND SILVER BELL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,989</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>62</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>2</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>7 Timber</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>01 Slab</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.73</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.164055</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.164055 42.73)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,934.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>609,402</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.83</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="782"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,335</Structure Number - Item 8/B.ID.01><Structure Name>82081-S03</Structure Name><Facility Carried - Item 7/B.F.03>GREENFIELD RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-153</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,961</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>111.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>153.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>9</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19546</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19546 42.33)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,058.08</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>131.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,651,002</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="783"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,075</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>FIVE MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>JOHNSON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>PLYMTH T/NORTHV T W/RIDGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,956</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,986</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>64</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.53458</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.53458 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,412.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,708,705</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.77</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="784"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,247</Structure Number - Item 8/B.ID.01><Structure Name>82025-S03</Structure Name><Facility Carried - Item 7/B.F.03>FRENCH ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,019</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>198.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>61.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.99584</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.99584 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,242.58</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,578,003</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="785"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,119</Structure Number - Item 8/B.ID.01><Structure Name>50062-S06</Structure Name><Facility Carried - Item 7/B.F.03>SOUTH SERVICE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROSEVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,008</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>284.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.92395</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.92395 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,782.55</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="786"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,182</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>AVON ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET JOHN R AND DEQUINDRE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>71</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>92.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.67</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09662</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09662 42.67)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,546.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>605,102</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="787"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,406</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>30 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HEALY BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.3 MI EAST OF VAN DYKE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,008</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.77</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.99095</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.99095 42.77)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,356</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,210,209</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.92</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="788"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,352</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>24 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N B CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI WEST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>199.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.69</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.879814</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.879814 42.69)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,809.18</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>815,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.92</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="789"><Owner - Item 21 + 22/B.CL.01 + 02>Woodhaven</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,321</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>FORD RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BROWNSTOWN CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>200 FT N OF VAN HORN RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,017</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>21.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.13</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.239624</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.239624 42.13)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>830.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>37</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,817</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="790"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,487</Structure Number - Item 8/B.ID.01><Structure Name>82122-S01</Structure Name><Facility Carried - Item 7/B.F.03>SCHOOLCRAFT RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>377</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.42244</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.42244 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,288.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,258</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="791"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,474</Structure Number - Item 8/B.ID.01><Structure Name>82121-B02</Structure Name><Facility Carried - Item 7/B.F.03>M-5 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>102.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26782</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26782 42.42)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,203.54</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,600,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="792"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,460</Structure Number - Item 8/B.ID.01><Structure Name>82112-S31</Structure Name><Facility Carried - Item 7/B.F.03>PEMBROKE AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>140.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19415</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19415 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,624.87</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,584,502</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.72</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="793"><Owner - Item 21 + 22/B.CL.01 + 02>Rochester</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,274</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SECOND ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST OF ROCHESTER RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>43.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.12927</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.12927 42.68)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,756</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>609,801</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.59</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="794"><Owner - Item 21 + 22/B.CL.01 + 02>Bloomfield Hill</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,437</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CHESTERFIELD RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>QUARTON BR/ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN BLOOMFIELD HILLS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,979</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.235</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.235 42.56)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>726.57</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>5,498,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>4</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>2</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="795"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,216</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>26 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NORTH BRANCH CLINTON R</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.2 MI WEST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,968</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,022</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,022</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>92.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.72</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.90455</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.90455 42.72)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,552</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>816,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.53</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="796"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,153</Structure Number - Item 8/B.ID.01><Structure Name>82022-S50-6</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB RAMP H</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>RAMP TO PELHAM RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>274.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22394</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22394 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,980</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,869,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="797"><Owner - Item 21 + 22/B.CL.01 + 02>Lake Orion</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,240</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PERRY ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S OF FLINT ST</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,990</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.78</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2335</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2335 42.78)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>677.28</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>655,205</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="798"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,428</Structure Number - Item 8/B.ID.01><Structure Name>82112-S03</Structure Name><Facility Carried - Item 7/B.F.03>PALLISTER AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,954</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>138.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08382</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08382 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,119.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,949</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="799"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,004</Structure Number - Item 8/B.ID.01><Structure Name>50011-B01</Structure Name><Facility Carried - Item 7/B.F.03>M-53</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BEAR CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,960</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,960</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02886667</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02886667 42.52)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,562.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>799,108</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.97</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="800"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,201</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HARRINGTON ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HARRINGTON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>JUST WEST OF M-97</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,949</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,980</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,980</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>108</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.90375</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.90375 42.59)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,670</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.83</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>825,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.52</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="801"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,645</Structure Number - Item 8/B.ID.01><Structure Name>82191-S04</Structure Name><Facility Carried - Item 7/B.F.03>GIBRALTAR RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.7 MI N OF M-85</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>233</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>93.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.1</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24155</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24155 42.1)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>21,832.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>80</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,692,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.48</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="802"><Owner - Item 21 + 22/B.CL.01 + 02>Beverly Hills</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,222</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>EVERGREEN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.7 MI N OF 13 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,012</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.53</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24504</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24504 42.53)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>969.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>666,003</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.68</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="803"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,303</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BORDMAN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N B CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.2 MI EAST OF VAN DYKE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,964</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>44.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.89</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.00299</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.00299 42.89)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,486.19</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>824,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="804"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,455</Structure Number - Item 8/B.ID.01><Structure Name>82708-B05</Structure Name><Facility Carried - Item 7/B.F.03>INSELRUHE AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NASHUA CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BELLE ISLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,999</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>44.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.984276</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.984276 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,948.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>5,494,512</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="805"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,162</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MIDDLE BELT ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TARABUSI DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>LIVONIA        N/SIX MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,930</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,992</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,984</Year Overlaid - B.W.02><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>38.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.33531</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.33531 42.42)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,794.14</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,403</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>20.6</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="806"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,988</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MARLEY DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CANAL (EAST)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BROWNSTOWNE/MARCUS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,002</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>45</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.05</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18883</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18883 42.05)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,345.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,709,809</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.24</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="807"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,834</Structure Number - Item 8/B.ID.01><Structure Name>63043-B06</Structure Name><Facility Carried - Item 7/B.F.03>M-59 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.2 MI E OF I-75</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,999</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,999</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>56.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>103.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.213905</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.213905 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,900.53</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>100.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>677,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="808"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,966</Structure Number - Item 8/B.ID.01><Structure Name>82293-S03</Structure Name><Facility Carried - Item 7/B.F.03>M-14 ANN ARBOR RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI W OF LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>262</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>102.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.435745</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.435745 42.36)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>26,907.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>87.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,604,102</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.87</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="809"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,762</Structure Number - Item 8/B.ID.01><Structure Name>82195-S03</Structure Name><Facility Carried - Item 7/B.F.03>ROSA PARKS ENT RMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 S COLLECTOR-DIST RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>115.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07128</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07128 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,109.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,607</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="810"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,248</Structure Number - Item 8/B.ID.01><Structure Name>82025-S04</Structure Name><Facility Carried - Item 7/B.F.03>SB CONNER AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,958</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>217.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.98908</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.98908 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,008.63</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,578,005</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="811"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,579</Structure Number - Item 8/B.ID.01><Structure Name>82123-S31</Structure Name><Facility Carried - Item 7/B.F.03>LIVERNOIS LEFT TRN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>174</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.13791</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.13791 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,768.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,701,502</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="812"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,229</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DIX ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DEARBORN/DETROIT W/MILLER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,927</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,989</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,992</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>6</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>221.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>16 Movable- Bascule</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>4</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>3 Steel</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>02 Multi Str Non Comp</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15073</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15073 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,368.84</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,627,003</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="813"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,820</Structure Number - Item 8/B.ID.01><Structure Name>82251-S19</Structure Name><Facility Carried - Item 7/B.F.03>FERRY AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94 E&amp;W RMPS TO I-75 S</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,999</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,985</Year Overlaid - B.W.02><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>107</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>67.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.057335</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.057335 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,265.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,703</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.56</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="814"><Owner - Item 21 + 22/B.CL.01 + 02>Auburn Hills</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,686</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HAMLIN ROAD E BD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET SQUIRREL AND ADAMS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,989</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>64</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.65</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.212585</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.212585 42.65)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,560</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>626,003</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.34</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="815"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,110</Structure Number - Item 8/B.ID.01><Structure Name>50061-S44</Structure Name><Facility Carried - Item 7/B.F.03>U TURN @ ELCAPITAN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN W OF RYAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,008</Year Overlaid - B.W.02><Year Painted - B.W.02>2,008</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>178</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>23.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.068825</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.068825 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,200.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>18</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>805,410</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="816"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,116</Structure Number - Item 8/B.ID.01><Structure Name>82022-S06</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLEBELT RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.2 MI W OF TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,993</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>145.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>121.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.24</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.32794</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.32794 42.24)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,770.62</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>115.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,588,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="817"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,592</Structure Number - Item 8/B.ID.01><Structure Name>82123-S44</Structure Name><Facility Carried - Item 7/B.F.03>I94EB RAMP TO I96W</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,005</Year Overlaid - B.W.02><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>225.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10052</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10052 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,575.84</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,310</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="818"><Owner - Item 21 + 22/B.CL.01 + 02>Lincoln Park</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,503</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PORTER ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N BR ECORSE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,948</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,960</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>29.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1787</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1787 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,196</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,184</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="819"><Owner - Item 21 + 22/B.CL.01 + 02>Dearborn</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,314</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BRADY RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOW BRANCH ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,020</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>100</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>57.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.242294</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.242294 42.31)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,780</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,600,102</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.44</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="820"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,810</Structure Number - Item 8/B.ID.01><Structure Name>82251-S09-3</Structure Name><Facility Carried - Item 7/B.F.03>M-3 EB  CONN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-375 &amp; I-75 RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT OVER I-375 NW</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>38.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04223</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04223 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,198.16</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>24.41</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="821"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,148</Structure Number - Item 8/B.ID.01><Structure Name>82022-S43-6</Structure Name><Facility Carried - Item 7/B.F.03>M-39 SB RAMP K</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,984</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,004</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>15</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,567.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>6 Prestr Conc Contin</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>21 Segmental Box</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>10</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>5 Prestressed Concrete</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>32 Multi Str Comp</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>11</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2223</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2223 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>56,109.34</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,580,306</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>K</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="822"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,796</Structure Number - Item 8/B.ID.01><Structure Name>63022-S01</Structure Name><Facility Carried - Item 7/B.F.03>I-96</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>KENT LAKE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.7 MI E OF LIVINGSTON CO</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,948</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,011</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,011</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>178.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>125.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.65419</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.65419 42.52)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>22,310.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>118.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>657,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.84</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="823"><Owner - Item 21 + 22/B.CL.01 + 02>Riverview</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,831</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HOMEISTER DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HOMEISTER DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>50 FT E OF GRANGE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,980</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>80</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30.91</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10 /><Design Load - Item 31/B.LR.01 /><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.18</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2127</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2127 42.18)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,472.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,893,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07 xsi:nil="true" /><Inspection Date Item 90/B.IE.02>2025-12-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="824"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,390</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>33 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HIGHBANK CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.6 MI EAST OF OMO ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,014</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>29.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.82</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.84725</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.84725 42.82)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>715.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,204,881</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.82</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="825"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,811</Structure Number - Item 8/B.ID.01><Structure Name>63031-B01</Structure Name><Facility Carried - Item 7/B.F.03>US-24 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,999</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,999</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>119</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28448</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28448 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,056.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>55.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.43</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="826"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,286</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>33 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI EAST OF WOLCOTT RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>23</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.82</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.93335</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.93335 42.82)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>800.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,210,214</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.92</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="827"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,104</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BECK ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FOWLER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON           N/GEDDES</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,996</Year Overlaid - B.W.02><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.505424</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.505424 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,008</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,603</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="828"><Owner - Item 21 + 22/B.CL.01 + 02>Other Local Agencies</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,372</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MIDFIELD RAMP C1</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DINGELL RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.2 MI N OF EUREKA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>139.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.21</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.35353</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.35353 42.21)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,004.84</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,712,002</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="829"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,779</Structure Number - Item 8/B.ID.01><Structure Name>82195-S24</Structure Name><Facility Carried - Item 7/B.F.03>CLIFFORD ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>154.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.055916</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.055916 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,851.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>6,802,251</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="830"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,315</Structure Number - Item 8/B.ID.01><Structure Name>82194-S32</Structure Name><Facility Carried - Item 7/B.F.03>TRK RMP FRM TP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 AND I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AMBASSADOR GATEWAY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,007</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>7</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>790.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>7</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0816</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0816 42.32)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>32,822.35</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,920</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="831"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,789</Structure Number - Item 8/B.ID.01><Structure Name>82211-B03-1</Structure Name><Facility Carried - Item 7/B.F.03>M-85 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SEXTON-KILFOIL DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,011</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>74</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18102</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18102 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,617.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="832"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,216</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LAKE GROVE DR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WHITE LAKE CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTH OF JACKSON RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.55904</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.55904 42.68)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>840</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>649,901</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="833"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,171</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>INKSTER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UPPER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>LIVONIA/REDFORD  S/7 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,995</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>60</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.31608</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.31608 42.42)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,936</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>21.87</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="834"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,078</Structure Number - Item 8/B.ID.01><Structure Name>50061-S05</Structure Name><Facility Carried - Item 7/B.F.03>EB 11 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ CRYSTAL IN WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,008</Year Overlaid - B.W.02><Year Painted - B.W.02>2,008</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>335.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05544</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05544 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,640.81</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.73</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="835"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,905</Structure Number - Item 8/B.ID.01><Structure Name>82291-S09</Structure Name><Facility Carried - Item 7/B.F.03>I-275 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>S HURON RIVER DRIVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROMULUS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,974</Year Overlaid - B.W.02><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>136.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.21</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.404755</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.404755 42.21)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,712.25</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.68</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="836"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,253</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HANFORD ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FELLOWS CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON            W/RIDGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,944</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>8 Gravel</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.53222</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.53222 42.33)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>693</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,676,006</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.73</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>3</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="837"><Owner - Item 21 + 22/B.CL.01 + 02>Warren</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,839</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DENTON DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RED RUN DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.23 KM N OF CHICAGO RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>116</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.53</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03637</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03637 42.53)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,248</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,201,230</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="838"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,494</Structure Number - Item 8/B.ID.01><Structure Name>82122-S08</Structure Name><Facility Carried - Item 7/B.F.03>BERWICK RD LFT TRN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,014</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>176</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.35915</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.35915 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,782.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,085</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="839"><Owner - Item 21 + 22/B.CL.01 + 02>Pontiac</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,768</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BAGLEY STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S OF ORCHARD LAKE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,975</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.297</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.297 42.63)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>720</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06 xsi:nil="true" /><LRS Route ID Item 13/B.H.06>641,410</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.37</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="840"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,315</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>KELLY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HARRINGTON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI NORTH OF 15 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,980</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,018</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>32</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.93165</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.93165 42.56)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,097.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>31.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>827,505</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.6</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="841"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,237</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>RYAN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.8 MI S OF 23 MILE ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,986</Year Overlaid - B.W.02><Year Painted - B.W.02>1,964</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>84.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.66</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07324</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07324 42.66)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,176.25</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>799,302</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.45</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="842"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,910</Structure Number - Item 8/B.ID.01><Structure Name>82291-S14-8</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB COLLECTOR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROMULUS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,992</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>360</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.41212</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.41212 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,940</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,578,310</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="843"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,788</Structure Number - Item 8/B.ID.01><Structure Name>50111-S33</Structure Name><Facility Carried - Item 7/B.F.03>M-59 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CHESTERFIELD/HARRISON TWP</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>276</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.84945</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.84945 42.63)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,470.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>807,801</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.34</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="844"><Owner - Item 21 + 22/B.CL.01 + 02>Trenton</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,517</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HARRISON AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANK AND POET DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TRENTON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,019</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>58.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.15</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20696</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20696 42.15)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,251.98</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>41</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,804</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="845"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,887</Structure Number - Item 8/B.ID.01><Structure Name>63081-S14</Structure Name><Facility Carried - Item 7/B.F.03>LAHSER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>134.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>100.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26121</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26121 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,533.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>87.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>685,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.76</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="846"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,688</Structure Number - Item 8/B.ID.01><Structure Name>82192-S10</Structure Name><Facility Carried - Item 7/B.F.03>WARREN AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,961</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>108.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>135.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21604</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21604 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,682.72</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>72.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,591,804</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.35</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="847"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,176</Structure Number - Item 8/B.ID.01><Structure Name>50111-S31</Structure Name><Facility Carried - Item 7/B.F.03>COTTON RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.0 MI S OF M-29</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,006</Year Overlaid - B.W.02><Year Painted - B.W.02>1,987</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>259.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.66</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.82922</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.82922 42.66)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,667.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>801,306</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.56</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="848"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,398</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>25 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE BRANCH CLINTON R</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.25 MI E OF EARL MEM HWY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,950</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>20</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03039</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03039 42.7)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>518</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,211,019</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.27</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>4</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="849"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,220</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>26 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>KIRKHAM DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.3 MI E OF NEW HAVEN RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,010</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.72</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.76798</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.76798 42.72)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>880</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>816,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>16.48</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="850"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,911</Structure Number - Item 8/B.ID.01><Structure Name>63101-S14</Structure Name><Facility Carried - Item 7/B.F.03>US-24 N TO M-10 W</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD (I-696)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,999</Year Overlaid - B.W.02><Year Painted - B.W.02>1,986</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>251</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28407</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28407 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,751.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>23</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,108</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="851"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,895</Structure Number - Item 8/B.ID.01><Structure Name>82291-R01</Structure Name><Facility Carried - Item 7/B.F.03>I-275 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROMULUS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,998</Year Overlaid - B.W.02><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>179.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.21</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.39493</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.39493 42.21)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,225</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="852"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,599</Structure Number - Item 8/B.ID.01><Structure Name>82123-S51</Structure Name><Facility Carried - Item 7/B.F.03>EB DAVISON (M-8)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 WYOMING EXIT RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>122.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15577</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15577 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,296.24</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,707,877</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>D</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="853"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,186</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ALLEN &amp; PELHAM RDS</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SEXTON KILFOIL DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>ALLEN PK/TAYLOR N/GODDARD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,928</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,967</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>47.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>98.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22993</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22993 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,732.52</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>81</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,652,704</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="854"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,360</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GARFIELD RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HARRINGTON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1000 FT N OF KLEIN RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,025</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>28.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.95009</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.95009 42.55)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,132</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,703</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>9</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="855"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,153</Structure Number - Item 8/B.ID.01><Structure Name>50111-S07</Structure Name><Facility Carried - Item 7/B.F.03>10 MI RD N INT</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W LTS OF ST CLAIR SHORES</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,990</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>184</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.91666</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.91666 42.48)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,262.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>801,003</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="856"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,277</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MERRIMAN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SILVER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>HURON            S/SIBLEY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.16</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.3444</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.3444 42.16)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>597.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>22</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,410</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.63</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="857"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,380</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LARNED STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEQUINDRE CUT GREENWAY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W OF ST AUBIN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,923</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>82.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>114</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02868</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02868 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,370.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>65.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,504</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="858"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,355</Structure Number - Item 8/B.ID.01><Structure Name>82022-S50-5</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94EB RMP B TO M-39 NB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>RAMP TO NB M39</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>72.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22196</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22196 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,487.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,580,309</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="859"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,900</Structure Number - Item 8/B.ID.01><Structure Name>82291-S04</Structure Name><Facility Carried - Item 7/B.F.03>HURON RIVER DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.0 MI SE OF NEW BOSTON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,010</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>420.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.15</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.383484</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.383484 42.15)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>20,893.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,306</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.28</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="860"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,848</Structure Number - Item 8/B.ID.01><Structure Name>63043-S11</Structure Name><Facility Carried - Item 7/B.F.03>M-59 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UNIVERSITY DR CONNECTOR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN PONTIAC</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>7 3d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>6 Highway-waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>208</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.280495</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.280495 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,300.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>677,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="861"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,009</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WEST ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SMITH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BROWNSTOWNW/TELEGRAPH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.14</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2811</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2811 42.14)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,744</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>41</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,210</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="862"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,194</Structure Number - Item 8/B.ID.01><Structure Name>82023-S26</Structure Name><Facility Carried - Item 7/B.F.03>I-94WB RMP TO M-10</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94 EB &amp; M-10 NB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT RAMP F-C</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,996</Year Overlaid - B.W.02><Year Painted - B.W.02>1,953</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>11</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,158.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>11</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>52 Pl Girder Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.074875</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.074875 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>48,640.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,584,906</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="863"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,567</Structure Number - Item 8/B.ID.01><Structure Name>82123-S19</Structure Name><Facility Carried - Item 7/B.F.03>I-96 (JEFFRIES)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RAMP TO M-8</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,005</Year Overlaid - B.W.02><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>179.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>128.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15172</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15172 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>23,068.34</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>125.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,201</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>15.42</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="864"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,346</Structure Number - Item 8/B.ID.01><Structure Name>82101-C01</Structure Name><Facility Carried - Item 7/B.F.03>M-14 (OLD)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TONQUISH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI E MAIN ST,PLYMOUTH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,926</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,974</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.465515</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.465515 42.36)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,350</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,604,102</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.37</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="865"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,942</Structure Number - Item 8/B.ID.01><Structure Name>82292-R02</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MDOT RR CORRIDOR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.2 MI W OF WAYNE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,012</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,012</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>155.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4407</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4407 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,799.43</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.55</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="866"><Owner - Item 21 + 22/B.CL.01 + 02>Birmingham</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,481</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WILLITS STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI W OF N OLDWOODWARD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,961</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22113889</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22113889 42.55)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>789.95</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>611,204</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>4</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="867"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,146</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>FRANKLIN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTH OF FOURTEEN MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>29.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.53</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.305176</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.305176 42.53)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>717.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,400,056</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>3</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="868"><Owner - Item 21 + 22/B.CL.01 + 02>Novi</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,247</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WILLOWBROOK ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COURTER DITCH</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI S OF TEN MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>46.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44522</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44522 42.46)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,847.86</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>657,903</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="869"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,976</Structure Number - Item 8/B.ID.01><Structure Name>63103-S15</Structure Name><Facility Carried - Item 7/B.F.03>DEQUINDRE AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN &amp; MADISON HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,002</Year Overlaid - B.W.02><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>311</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08483</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08483 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>24,382.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>799,402</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.53</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="870"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,041</Structure Number - Item 8/B.ID.01><Structure Name>63174-B02-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RED RUN DRAIN PATH</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN MADISON HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>3 Pedestrian-bicycle</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,022</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>225</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>97.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.51</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11478</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11478 42.51)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>22,005</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>94.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="871"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,977</Structure Number - Item 8/B.ID.01><Structure Name>82293-S14</Structure Name><Facility Carried - Item 7/B.F.03>SB TO EB I-96</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-14 WB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W LIMITS OF LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>276</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43155</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43155 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,033.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,201</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.76</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="872"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,260</Structure Number - Item 8/B.ID.01><Structure Name>82025-S15</Structure Name><Facility Carried - Item 7/B.F.03>HARPER AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>232.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.93212</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.93212 42.42)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,131.96</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,399</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="873"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,187</Structure Number - Item 8/B.ID.01><Structure Name>82023-S19</Structure Name><Facility Carried - Item 7/B.F.03>14TH ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>165.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>81.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.088974</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.088974 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,521.35</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,601</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.98</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>D</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="874"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,189</Structure Number - Item 8/B.ID.01><Structure Name>82023-S21</Structure Name><Facility Carried - Item 7/B.F.03>TRUMBULL AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,016</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>238.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>84.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.080986</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.080986 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>20,258.72</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>69</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,506</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="875"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,106</Structure Number - Item 8/B.ID.01><Structure Name>82022-B03-4</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,943</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>7</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>405.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>7</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18764</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18764 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>25,668.15</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,588,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>19.88</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="876"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,099</Structure Number - Item 8/B.ID.01><Structure Name>63174-S31</Structure Name><Facility Carried - Item 7/B.F.03>11 MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROYAL OAK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,021</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>166.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>90.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11611</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11611 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,087.76</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>76</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,400,088</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.95</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="877"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,186</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ANDERSONVILLE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET AIRPORT AND CLEMENT R</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,990</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.41966</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.41966 42.7)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,392.21</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>46</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>650,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="878"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,278</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NEW HAVEN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MILE EAST OF PLACE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,014</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>65</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.74</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.83094</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.83094 42.74)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,756</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>814,905</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.74</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="879"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,365</Structure Number - Item 8/B.ID.01><Structure Name>82102-S12</Structure Name><Facility Carried - Item 7/B.F.03>M-14 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SHELDON ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.2 MI W OF PLYMOUTH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,006</Year Overlaid - B.W.02><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>260.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4807</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4807 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,845.72</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>69</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,205</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.85</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="880"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,999</Structure Number - Item 8/B.ID.01><Structure Name>63172-S01-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-59</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ (M-59) E OF PONTIAC</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,019</Year Overlaid - B.W.02><Year Painted - B.W.02>1,963</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>230.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>75.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23824</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23824 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,425.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>72.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>18.58</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="881"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,022</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>EUREKA ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANK &amp; POET DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>TAYLOR             W/I-75</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,977</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>120.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>07 Frame- Rigid exc Culv</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.2</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.247086</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.247086 42.2)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,828</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>37.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,707,874</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="882"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,208</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JEFFERSON AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MONGUAGON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>RIVERVIEW        N/SIBLEY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,927</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,978</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>84.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.18</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.16745</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.16745 42.18)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,933.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>68.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,302,169</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.97</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="883"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,186</Structure Number - Item 8/B.ID.01><Structure Name>82023-S18</Structure Name><Facility Carried - Item 7/B.F.03>LINWOOD AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>173.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>61.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09371</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09371 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,698.78</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,410</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="884"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,267</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NORTH AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI NORTH OF 27 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,978</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>44.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.74</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.875534</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.875534 42.74)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,769.06</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,817,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.71</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="885"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,971</Structure Number - Item 8/B.ID.01><Structure Name>82293-S08</Structure Name><Facility Carried - Item 7/B.F.03>I-275NB TO I-96EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SCHOOLCRAFT RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI W OF LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>296.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43583</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43583 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,129.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,708</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="886"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,380</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>31 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N BRANCH CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI E OF ROMEO PLANK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>53.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>22.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.79</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.953094</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.953094 42.79)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,199.74</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,408,230</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.75</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="887"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,141</Structure Number - Item 8/B.ID.01><Structure Name>82022-S35</Structure Name><Facility Carried - Item 7/B.F.03>RAMP TO US-12</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,948</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,982</Year Overlaid - B.W.02><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>116.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15941</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15941 42.33)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,307.84</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,471</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="888"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,320</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NORTH RIVER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CATFISH CHANNEL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI E OF CONGER BAY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>124.38</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.78926</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.78926 42.6)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,731.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>23</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>831,807</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.97</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="889"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,193</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SHOOK RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON HARRISON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>200 FT WEST OF I-94</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,016</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>70</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.86273611</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.86273611 42.56)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,794</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,211,898</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.37</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="890"><Owner - Item 21 + 22/B.CL.01 + 02>Other Local Agencies</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,367</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DINGELL RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>AOA SERVICE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.5 MI N OF EUREKA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,000</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>69.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>102.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.34239</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.34239 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,182.42</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>76.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,337</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.47</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="891"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,143</Structure Number - Item 8/B.ID.01><Structure Name>82022-S37</Structure Name><Facility Carried - Item 7/B.F.03>OZGA RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4 MI E OF BELLEVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,999</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>429.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.40521</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.40521 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>20,716.36</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>45.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,673,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="892"><Owner - Item 21 + 22/B.CL.01 + 02>Troy</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,611</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BEACH ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI N OF WATTLES</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,981</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,012</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.58</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1976</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1976 42.58)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>957.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>626,301</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-01T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="893"><Owner - Item 21 + 22/B.CL.01 + 02>Grosse Isle Toll Bridge</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,306</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GROSSE ILE TOLL BR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TRENTON CHANNEL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET.RIVERVIEW &amp; GROSS-ILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,913</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,030.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>17 Movable- Swing</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>4</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>3 Steel</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>10 Truss- Thru and Pony</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.17</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.16017</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.16017 42.17)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>25,445.94</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>21.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,855</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="894"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,733</Structure Number - Item 8/B.ID.01><Structure Name>82194-S05</Structure Name><Facility Carried - Item 7/B.F.03>I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-85 (FORT ST)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>297.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>153.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>2</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>3 Steel</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>82 Pl Girder Comp</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>9</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15341</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15341 42.28)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>45,650.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>147</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>16.37</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="895"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,276</Structure Number - Item 8/B.ID.01><Structure Name>82052-B01</Structure Name><Facility Carried - Item 7/B.F.03>US-24</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BLAKLEY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,986</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>28</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>82.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.19</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26728</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26728 42.19)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,315.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>79.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,038</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.61</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="896"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,033</Structure Number - Item 8/B.ID.01><Structure Name>50013-S11</Structure Name><Facility Carried - Item 7/B.F.03>M-53 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>27 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>7.1 MI N OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>116.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.73</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.026764</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.026764 42.73)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,006.43</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>813,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="897"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,666</Structure Number - Item 8/B.ID.01><Structure Name>82191-S23-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>204.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.25</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18497</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18497 42.25)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,016.05</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.91</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="898"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,330</Structure Number - Item 8/B.ID.01><Structure Name>82081-C01</Structure Name><Facility Carried - Item 7/B.F.03>M-153</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WILLOW CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.4 MI W OF GARDEN CITY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.440075</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.440075 42.32)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>823.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>43.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.43</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="899"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,870</Structure Number - Item 8/B.ID.01><Structure Name>63081-B01</Structure Name><Facility Carried - Item 7/B.F.03>M-10 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>157.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>85.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28039</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28039 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,434.75</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>82</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="900"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,902</Structure Number - Item 8/B.ID.01><Structure Name>63101-S06</Structure Name><Facility Carried - Item 7/B.F.03>FARMINGTON RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3.7 MI E OF I-96</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>257.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.37806</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.37806 42.5)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,976.28</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>634,005</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="901"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,707</Structure Number - Item 8/B.ID.01><Structure Name>82193-S04</Structure Name><Facility Carried - Item 7/B.F.03>PURITAN AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,991</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>154.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>70.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21853</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21853 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,866.96</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,707,953</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="902"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,111</Structure Number - Item 8/B.ID.01><Structure Name>82022-S02</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WAYNE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.3 MI W OF TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>140.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.385574</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.385574 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,415.95</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="903"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,629</Structure Number - Item 8/B.ID.01><Structure Name>82191-B06</Structure Name><Facility Carried - Item 7/B.F.03>I-75 RAMP C</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANK &amp; POET DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.2</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23971</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23971 42.2)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,347.09</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>54.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,302</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-07-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="904"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,290</Structure Number - Item 8/B.ID.01><Structure Name>82053-B03-1</Structure Name><Facility Carried - Item 7/B.F.03>US-24 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.1 MI S OF M-5</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,960</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>124</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.276215</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.276215 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,114</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,038</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>20.96</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="905"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,031</Structure Number - Item 8/B.ID.01><Structure Name>63173-S01</Structure Name><Facility Carried - Item 7/B.F.03>HOLCOMB RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.7 MI W OF M-15</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,023</Year Overlaid - B.W.02><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>376.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.75</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.432556</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.432556 42.75)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,624.58</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>689,110</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.65</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="906"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,319</Structure Number - Item 8/B.ID.01><Structure Name>82194-S36-1</Structure Name><Facility Carried - Item 7/B.F.03>PLAZA TO I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 NB&amp;SB RMP TO VERNOR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AMBASSADOR GATEWAY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,007</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>132.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08212</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08212 42.32)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,435.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,924</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="907"><Owner - Item 21 + 22/B.CL.01 + 02>New Baltimore</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,416</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MAIN STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CRAPEAU CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST OF M-29</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,925</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>39.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.74287</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.74287 42.68)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,496.69</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,331</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="908"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,952</Structure Number - Item 8/B.ID.01><Structure Name>82292-S11</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MICHIGAN AVE(US-12)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3/4 MI W OF WAYNE  C LTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>269</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44122</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44122 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,135.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.34</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="909"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,283</Structure Number - Item 8/B.ID.01><Structure Name>82194-R02</Structure Name><Facility Carried - Item 7/B.F.03>RAMP B/D FROM I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NFS RR &amp; US POE SERV DR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT - GHIB</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>4 Highway-railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,026</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>8</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>796.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>8</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09961</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09961 42.31)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>51,785.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>2,000,022</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.54</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="910"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,880</Structure Number - Item 8/B.ID.01><Structure Name>63081-S08-6</Structure Name><Facility Carried - Item 7/B.F.03>M-39 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>9 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SOUTHFIELD  (TOP LEVEL)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>7 3d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,964</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>368.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2214</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2214 42.46)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,273.27</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,003</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="911"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,547</Structure Number - Item 8/B.ID.01><Structure Name>82123-S01</Structure Name><Facility Carried - Item 7/B.F.03>TURN RDWY EB TO SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WB&amp;U-TURN SERVICE ROADS</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,989</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>372.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21738</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21738 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,762.36</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,591,904</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.27</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="912"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,464</Structure Number - Item 8/B.ID.01><Structure Name>82112-S34</Structure Name><Facility Carried - Item 7/B.F.03>M-102 RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10 RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N LTS OF DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,010</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>58.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>23.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.203415</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.203415 42.45)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,384.15</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>21</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,006</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-01T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="913"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,992</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GIBRALTAR ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BROWNSTOWN CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GIBRALTAR     W/JEFFERSON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,022</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>90</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.1</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.211</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.211 42.1)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,698</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,698,410</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="914"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,281</Structure Number - Item 8/B.ID.01><Structure Name>82052-B04</Structure Name><Facility Carried - Item 7/B.F.03>US-24 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANK &amp; POET DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.2</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26828</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26828 42.2)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,621.14</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,806</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.68</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="915"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,879</Structure Number - Item 8/B.ID.01><Structure Name>82271-R01-1</Structure Name><Facility Carried - Item 7/B.F.03>US-24-I-75 CONN NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CONRAIL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>181.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.19</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.25376</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.25376 42.19)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,876.27</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,579,905</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.7</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="916"><Owner - Item 21 + 22/B.CL.01 + 02>Pontiac</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,269</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MARTIN LUTHER KING</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GRAND TRUNK WESTERN RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1/4 MI E EAST BLVD &amp; BL75</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>188</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>70.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26983</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26983 42.62)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,197.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>58.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>672,807</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.26</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>K</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>2</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="917"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,205</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CASS AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NORTH BRANCH CLINTON RIV</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.25 MI WEST OF MORAVIAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>284.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.91002</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.91002 42.6)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>20,277.76</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>819,209</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="918"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,005</Structure Number - Item 8/B.ID.01><Structure Name>63172-S05</Structure Name><Facility Carried - Item 7/B.F.03>WALTON BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.5 MI N OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,008</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>209.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>81.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24101</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24101 42.68)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,007.96</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>616,602</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.48</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="919"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,649</Structure Number - Item 8/B.ID.01><Structure Name>82191-S07</Structure Name><Facility Carried - Item 7/B.F.03>WEST RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WOODHAVEN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,017</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>231</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>121.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.14</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24144</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24144 42.14)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>28,043.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>95.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,210</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="920"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,432</Structure Number - Item 8/B.ID.01><Structure Name>82112-S07</Structure Name><Facility Carried - Item 7/B.F.03>HAMILTON AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI E OF CHICAGO BLVD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,954</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,994</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,994</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>278.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>50.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09227</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09227 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,104.74</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>33</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,640</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="921"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,941</Structure Number - Item 8/B.ID.01><Structure Name>63102-S28</Structure Name><Facility Carried - Item 7/B.F.03>MAIN STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROYAL OAK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>154</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>88.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14371</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14371 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,598.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>84.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>644,806</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="922"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,124</Structure Number - Item 8/B.ID.01><Structure Name>63191-S09</Structure Name><Facility Carried - Item 7/B.F.03>GRAND RIVER AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275, I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S OF I-96/I-696 INTECHNG</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>400.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43115</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43115 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>24,991.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>58.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,104,142</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.67</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="923"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,071</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>E N HINES DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WESTLAND       W/MERRIMAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,948</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>90.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.35129</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.35129 42.34)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,026.67</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,689,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.48</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="924"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,250</Structure Number - Item 8/B.ID.01><Structure Name>82025-S06</Structure Name><Facility Carried - Item 7/B.F.03>BARRETT ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,958</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,999</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>171.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.984</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.984 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,614.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,578,009</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.24</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="925"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,922</Structure Number - Item 8/B.ID.01><Structure Name>82292-B05</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB ON RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE R/BIKE PATH</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.25 MI W OF WAYNE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>242.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44151</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44151 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,474.75</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>23.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,599,202</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="926"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,250</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>STREICHER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SMITH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BRNTWNW/JEFFERSON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,937</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,975</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.06</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22446</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22446 42.06)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>723.61</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>23.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,709,607</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.72</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="927"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,357</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>25 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NORTH BRANCH CLINTON R</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.6 MI WEST OF CARD ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,990</Year Overlaid - B.W.02><Year Painted - B.W.02>1,964</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>99.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>32.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.90785</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.90785 42.7)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,270.16</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>23.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,211,019</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.53</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>K</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>1</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="928"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,464</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SIXTH ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>JEFFERSON AVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S OF JEFFERSON AVENUE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,984</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,984</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>7</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>400</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>7</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05744</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05744 42.32)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,480</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,704,804</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="929"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,755</Structure Number - Item 8/B.ID.01><Structure Name>82194-S26</Structure Name><Facility Carried - Item 7/B.F.03>RMP I-96E TO I-75N</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 NB AND EXIT RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,998</Year Overlaid - B.W.02><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>266.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08383</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08383 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,438.14</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,590,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.39</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="930"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,299</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HICKS ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI NORTH OF 32 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,021</Year Overlaid - B.W.02><Year Painted - B.W.02>2,024</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>32.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.81</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.92303</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.92303 42.81)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,174.24</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>817,603</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.42</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="931"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,126</Structure Number - Item 8/B.ID.01><Structure Name>82022-S16</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MONROE BLVD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR OVER MONROE BLV</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>125</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>91.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.250404</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.250404 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,412.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>84</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,588,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>15.76</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="932"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,961</Structure Number - Item 8/B.ID.01><Structure Name>63102-Z03</Structure Name><Facility Carried - Item 7/B.F.03>PLAZA &amp; CHURCH ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI E OF GREENFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,984</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,016</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>178.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>701.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.190735</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.190735 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>124,919.34</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>664,908</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.84</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>K</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="933"><Owner - Item 21 + 22/B.CL.01 + 02>Birmingham</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,227</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LINCOLN DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI W OF SOUTHFIELD RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,007</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>32.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.54</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22781</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22781 42.54)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,101.24</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>611,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.92</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="934"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,208</Structure Number - Item 8/B.ID.01><Structure Name>82024-S01</Structure Name><Facility Carried - Item 7/B.F.03>SECOND BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,022</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>254.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>82.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>12 Arch- Thru</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07243</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07243 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>20,978.27</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,604</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="935"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,100</Structure Number - Item 8/B.ID.01><Structure Name>50061-S33-1</Structure Name><Facility Carried - Item 7/B.F.03>NB MOUND RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN THE CITY OF WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,008</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>174.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>81.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.045395</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.045395 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,193.76</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>76</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>799,110</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.75</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="936"><Owner - Item 21 + 22/B.CL.01 + 02>Lincoln Park</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,499</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HARRISON ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>S BR ECORSE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,011</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>68</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.16887</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.16887 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,937.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,664,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.63</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="937"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,775</Structure Number - Item 8/B.ID.01><Structure Name>82195-S18</Structure Name><Facility Carried - Item 7/B.F.03>THIRD AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>170.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.060074</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.060074 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,162.15</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,602</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.72</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="938"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,947</Structure Number - Item 8/B.ID.01><Structure Name>82292-S05</Structure Name><Facility Carried - Item 7/B.F.03>I-275 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MICHIGAN AVE(US-12)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3/4 MI W OF W OF LI WAYNE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,992</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>269</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44175</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44175 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,135.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.35</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="939"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,941</Structure Number - Item 8/B.ID.01><Structure Name>63192-S02</Structure Name><Facility Carried - Item 7/B.F.03>M-5</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96/I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NOVI TWP SEC 13</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,992</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>459</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44806</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44806 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>28,917</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,402,005</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.91</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="940"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,112</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CANTON CENTER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FELLOWS CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON             N/FORD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,001</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.48792</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.48792 42.32)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,872</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>61.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,530</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.48</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="941"><Owner - Item 21 + 22/B.CL.01 + 02>Auburn Hills</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,827</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>OLD M-59</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.3 MI W OF AUBURN HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,947</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,989</Year Overlaid - B.W.02><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>54.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24646</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24646 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,898.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>625,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="942"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,825</Structure Number - Item 8/B.ID.01><Structure Name>82251-S24</Structure Name><Facility Carried - Item 7/B.F.03>I-94 W-S RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>309.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05979</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05979 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,780.52</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,703</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.22</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="943"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,526</Structure Number - Item 8/B.ID.01><Structure Name>82122-S38</Structure Name><Facility Carried - Item 7/B.F.03>FARMINGTON LFT TRN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>176</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>23.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.374176</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.374176 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,171.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>18</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="944"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,800</Structure Number - Item 8/B.ID.01><Structure Name>63022-S04</Structure Name><Facility Carried - Item 7/B.F.03>OLD PLANK RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>5.1 MI E OF LIVINGSTON CO</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>244.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.51</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.5756</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.5756 42.51)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,384.38</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>43.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>657,001</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="945"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,917</Structure Number - Item 8/B.ID.01><Structure Name>82194-R02-8</Structure Name><Facility Carried - Item 7/B.F.03>RAMP B FROM I-75 N</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>US POE ?</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT - GHIB</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>Not Applicable (P)</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,026</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>227.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.100784</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.100784 42.31)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,360.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>2,000,022</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07 xsi:nil="true" /><Inspection Date Item 90/B.IE.02>2026-05-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="946"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,065</Structure Number - Item 8/B.ID.01><Structure Name>50023-S09</Structure Name><Facility Carried - Item 7/B.F.03>U TRN E/MOUND RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-59</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI, WEST OF UTICA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>129.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04986</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04986 42.62)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,590.07</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,205,541</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="947"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,170</Structure Number - Item 8/B.ID.01><Structure Name>82023-S02</Structure Name><Facility Carried - Item 7/B.F.03>ADDISON RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,949</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,949</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>124</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>57.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15094</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15094 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,117.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,109</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="948"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,158</Structure Number - Item 8/B.ID.01><Structure Name>50111-S15</Structure Name><Facility Carried - Item 7/B.F.03>12 MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W LTS OF ST CLAIR SHORES</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>197</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.51</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.91822</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.91822 42.51)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,273.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,401</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.54</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="949"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,926</Structure Number - Item 8/B.ID.01><Structure Name>63102-S10</Structure Name><Facility Carried - Item 7/B.F.03>E B 11 MILE SER RO</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>285.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.212524</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.212524 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,428</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,903,708</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="950"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,582</Structure Number - Item 8/B.ID.01><Structure Name>82123-S34</Structure Name><Facility Carried - Item 7/B.F.03>MAPLEWOOD AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>199.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.12222</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.12222 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,254.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,808</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.54</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="951"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,844</Structure Number - Item 8/B.ID.01><Structure Name>82252-S04</Structure Name><Facility Carried - Item 7/B.F.03>CLAY AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>204.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>105</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06261</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06261 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>21,462</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>82.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,708</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="952"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,861</Structure Number - Item 8/B.ID.01><Structure Name>63052-B01-1</Structure Name><Facility Carried - Item 7/B.F.03>US-24 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN PONTIAC</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,957</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,005</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>43</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.324524</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.324524 42.62)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,678.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,110</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.26</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="953"><Owner - Item 21 + 22/B.CL.01 + 02>Other Local Agencies</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,368</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NB DINGELL RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST SERVICE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.8 MI S OF I-94</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,000</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>85.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.34343</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.34343 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,659.39</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,336</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.64</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="954"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,289</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GRAHAM ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UPPER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>REDFORD       W/TELEGRAPH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,947</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>64</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27833</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27833 42.4)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,913.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,579,604</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.39</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="955"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,958</Structure Number - Item 8/B.ID.01><Structure Name>63174-S41</Structure Name><Facility Carried - Item 7/B.F.03>NB I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NORTH TO WEST RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SQUARE LAKE INTERCHANGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,017</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>155</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23317</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23317 42.61)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,408</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>16.57</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="956"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,846</Structure Number - Item 8/B.ID.01><Structure Name>82252-S06</Structure Name><Facility Carried - Item 7/B.F.03>7 MI RD NB LEFT TU</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>216.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.43</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0948</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0948 42.43)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,191.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,909</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="957"><Owner - Item 21 + 22/B.CL.01 + 02>Pontiac</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,764</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>UNION STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S OF UNIVERSITY DR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>39</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28795</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28795 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,014</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06 xsi:nil="true" /><LRS Route ID Item 13/B.H.06>675,904</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="958"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,982</Structure Number - Item 8/B.ID.01><Structure Name>63111-R02</Structure Name><Facility Carried - Item 7/B.F.03>I-75 BL NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GTW RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S LTS OF PONTIAC</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>235.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.25246</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.25246 42.6)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,445.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>625,903</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.83</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="959"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,095</Structure Number - Item 8/B.ID.01><Structure Name>50061-S29</Structure Name><Facility Carried - Item 7/B.F.03>HAYES RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN &amp; ROSEVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>202</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>121.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.96775</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.96775 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>24,462.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>98.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>808,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="960"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,311</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HAGEN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.0 MI EAST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,014</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>39.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.71</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.85907778</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.85907778 42.71)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,191</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>818,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="961"><Owner - Item 21 + 22/B.CL.01 + 02>Bloomfield Hill</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,439</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BLMFLD HILLS PKWY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER TRIB /N CULV</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN BLOOMFIELD HILLS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,975</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>37.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.58</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23686</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23686 42.58)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,886.22</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,890,603</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.55</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="962"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,806</Structure Number - Item 8/B.ID.01><Structure Name>82251-S07-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 SB TO EB RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>I-75 &amp; I-375 INTCHG</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.046234</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.046234 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,906.32</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>24.26</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="963"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,549</Structure Number - Item 8/B.ID.01><Structure Name>82123-S03</Structure Name><Facility Carried - Item 7/B.F.03>TURN RDWY 3RD LEVL</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 ROADWAYS</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>7 3d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,992</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>18</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,399.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>18</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>14</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.216736</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.216736 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>39,891.45</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,590,508</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="964"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,036</Structure Number - Item 8/B.ID.01><Structure Name>50013-S14</Structure Name><Facility Carried - Item 7/B.F.03>M-53 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>27 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>7.1 MI N OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>116.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.73</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02641</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02641 42.73)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,006.43</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,210,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="965"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,036</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GODDARD ROAD EXT</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MERRIMAN ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>ROMULUS            S/I-94</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,010</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>167.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>3 Steel</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>32 Multi Str Comp</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.24</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.34058</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.34058 42.24)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,234.72</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,342</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.7</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="966"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,816</Structure Number - Item 8/B.ID.01><Structure Name>63041-B01</Structure Name><Facility Carried - Item 7/B.F.03>M-59</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.0 MI W OF PONTIAC</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,999</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>39</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.66</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.39022</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.39022 42.66)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,776.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>63</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>648,906</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>15.34</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="967"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,862</Structure Number - Item 8/B.ID.01><Structure Name>63052-B01-2</Structure Name><Facility Carried - Item 7/B.F.03>US-24 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN PONTIAC</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,957</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,005</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>48.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>74.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.32493</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.32493 42.62)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,593.85</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>65.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,412,692</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="968"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,146</Structure Number - Item 8/B.ID.01><Structure Name>82022-S42</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB RMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PELHAM ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>E OF PELHAM S OF I-94</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>7 3d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,984</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>12</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>279</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>9</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>1 Concrete</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>01 Slab</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22938</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22938 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,364.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,901</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.53</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="969"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,007</Structure Number - Item 8/B.ID.01><Structure Name>63172-S06-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-24 &amp; I-75 BL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ I-75 , M-24</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,988</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,988</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>193.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24355</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24355 42.68)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,817.94</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>67.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>21.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>18</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="970"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,883</Structure Number - Item 8/B.ID.01><Structure Name>63081-S11-1</Structure Name><Facility Carried - Item 7/B.F.03>EVERGREEN RD (NB)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,020</Year Overlaid - B.W.02><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>173.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24045</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24045 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,454.32</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>41.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>666,003</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.9</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="971"><Owner - Item 21 + 22/B.CL.01 + 02>Novi</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,769</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WEST PARK DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF NOVI</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,999</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>151.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.51</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.50736</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.50736 42.51)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,586.08</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,413,388</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.72</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="972"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,121</Structure Number - Item 8/B.ID.01><Structure Name>50062-S08</Structure Name><Facility Carried - Item 7/B.F.03>I-696 RAMP E TO N</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94, 11 MI RD &amp; RAMPS</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ ROSEVILLE &amp; ST CLAIR SH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>13</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,122.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>13</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>15</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.9177</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.9177 42.5)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>51,644.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,740,306</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="973"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,783</Structure Number - Item 8/B.ID.01><Structure Name>82195-S28</Structure Name><Facility Carried - Item 7/B.F.03>RUSSELL ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 CONN TO M-3</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>155.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>84</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03951</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03951 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,036.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,709</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="974"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,960</Structure Number - Item 8/B.ID.01><Structure Name>82293-R02</Structure Name><Facility Carried - Item 7/B.F.03>I-275 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>285</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.437096</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.437096 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,496.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>61.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>21.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>22</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="975"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,899</Structure Number - Item 8/B.ID.01><Structure Name>82191-B08</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SEXTON AND KILFOIL DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,018</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,018</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>503.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20868</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20868 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>31,871.55</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="976"><Owner - Item 21 + 22/B.CL.01 + 02>Dearborn Height</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,329</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HANOVER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DBN HGT CLIPPERT-CAMPBELL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,977</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>41</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24499</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24499 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,763</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,646,505</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="977"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,123</Structure Number - Item 8/B.ID.01><Structure Name>50062-S11</Structure Name><Facility Carried - Item 7/B.F.03>I-696 RAMP N TO W</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ST CLAIR SHORES</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,010</Year Overlaid - B.W.02><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>296.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.916855</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.916855 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,748.32</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,740,604</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="978"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,188</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>14 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RED RUN DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>310 FT W OF HOOVER RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,009</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>280</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.54</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.00607</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.00607 42.54)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>20,636</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,407</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.33</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="979"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,705</Structure Number - Item 8/B.ID.01><Structure Name>82193-S02</Structure Name><Facility Carried - Item 7/B.F.03>M-5 GRAND RIVER</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39 (SOUTHFIELD EXP)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,995</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,995</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>123</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>116.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2182</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2182 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,329.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>102.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.73</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="980"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,173</Structure Number - Item 8/B.ID.01><Structure Name>82023-S05</Structure Name><Facility Carried - Item 7/B.F.03>CECIL AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,950</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>175.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>57.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.13389</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.13389 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,138.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,203</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="981"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,170</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SILVER LAKE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SILVER LAKE CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SOUTH OF WALTON BLVD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>20</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.33404</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.33404 42.68)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>680</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>45.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>700,108</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="982"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,964</Structure Number - Item 8/B.ID.01><Structure Name>63103-S03</Structure Name><Facility Carried - Item 7/B.F.03>I-696 TO I-75 RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N-S SERVICE ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT I-696 &amp; I-75</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,982</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>82.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11496</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11496 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,987.38</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,738,907</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="983"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,919</Structure Number - Item 8/B.ID.01><Structure Name>82292-B02</Structure Name><Facility Carried - Item 7/B.F.03>I-275 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE R/BIKE PATH</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.5 MI W OF WAYNE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,012</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>238.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44235</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44235 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,273.31</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.55</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="984"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,118</Structure Number - Item 8/B.ID.01><Structure Name>82022-S08</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>INKSTER RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W LTS OF TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>125.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.25</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.30838</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.30838 42.25)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,520.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,588,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.43</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="985"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,608</Structure Number - Item 8/B.ID.01><Structure Name>82124-S03</Structure Name><Facility Carried - Item 7/B.F.03>ML KING JR BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,992</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>174</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>116.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09042</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09042 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>20,201.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>93.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,907</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.52</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="986"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,685</Structure Number - Item 8/B.ID.01><Structure Name>82192-S08-3</Structure Name><Facility Carried - Item 7/B.F.03>HUBBARD AV EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>177.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>69.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21522</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21522 42.32)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,371.75</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,594,801</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.86</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="987"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,945</Structure Number - Item 8/B.ID.01><Structure Name>82292-S03</Structure Name><Facility Carried - Item 7/B.F.03>ECORSE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1 MI SW OF WAYNE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,012</Year Overlaid - B.W.02><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>288</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>74</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.25</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43977</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43977 42.25)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>21,312</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>5,495,384</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.88</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="988"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,390</Structure Number - Item 8/B.ID.01><Structure Name>82111-S01</Structure Name><Facility Carried - Item 7/B.F.03>MONROE AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-375</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>181.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0384</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0384 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,408.08</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,771</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="989"><Owner - Item 21 + 22/B.CL.01 + 02>Southfield</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,497</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>INKSTER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.317535</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.317535 42.46)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>854.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>636,410</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>3</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="990"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,102</Structure Number - Item 8/B.ID.01><Structure Name>50061-S33-5</Structure Name><Facility Carried - Item 7/B.F.03>NB SERVICE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN THE CITY OF WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,008</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,008</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>174.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04507</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04507 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,624.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,740,304</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.6</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="991"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,162</Structure Number - Item 8/B.ID.01><Structure Name>50111-S20</Structure Name><Facility Carried - Item 7/B.F.03>I-94</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LITTLE MACK AVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROSEVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>244.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>147.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.53</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.909096</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.909096 42.53)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>35,960.96</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>140.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.63</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="992"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,217</Structure Number - Item 8/B.ID.01><Structure Name>82024-S10</Structure Name><Facility Carried - Item 7/B.F.03>MT ELLIOT ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,021</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>257.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>88.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03375</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03375 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>22,830.48</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>66</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,808</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.93</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="993"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,670</Structure Number - Item 8/B.ID.01><Structure Name>82192-B01</Structure Name><Facility Carried - Item 7/B.F.03>M-39</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,985</Year Overlaid - B.W.02><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>32.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>118.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.220406</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.220406 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,883.52</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>116.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.26</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="994"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,160</Structure Number - Item 8/B.ID.01><Structure Name>50111-S17</Structure Name><Facility Carried - Item 7/B.F.03>M-3 TO I-94 EB CON</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94 WB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROSEVILLE (NB GRATIOT)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,003</Year Overlaid - B.W.02><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>199.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.916435</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.916435 42.52)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,083.52</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>43</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>801,102</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="995"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,857</Structure Number - Item 8/B.ID.01><Structure Name>82252-S21</Structure Name><Facility Carried - Item 7/B.F.03>I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MODERN AVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT OVER MODERN AV</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>134.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>173.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>10</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08385</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08385 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>23,287.62</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>170.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.65</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="996"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,349</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>22 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE BR CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI E OF ROMEO PLANK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,993</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>160</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.66</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.93485</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.93485 42.66)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,704</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>807,104</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="997"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,994</Structure Number - Item 8/B.ID.01><Structure Name>63171-S01</Structure Name><Facility Carried - Item 7/B.F.03>CORNELL RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>108.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>58.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21986</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21986 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,368.95</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,401,144</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="998"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,309</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>RAAP ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FISHER LAKE OUTLET</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI E OF FISHER ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,025</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.82</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07185</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07185 42.82)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>663</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>22</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,200,376</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>9</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="999"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,766</Structure Number - Item 8/B.ID.01><Structure Name>82195-S08</Structure Name><Facility Carried - Item 7/B.F.03>I-75 E-N RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,017</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,017</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>331.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.063065</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.063065 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,303.43</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,006</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1000"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,111</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CANTON CENTER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON           S/PALMER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,003</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>90.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.29</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.48625</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.48625 42.29)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,646.56</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>61</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,530</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1001"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,009</Structure Number - Item 8/B.ID.01><Structure Name>50011-B06</Structure Name><Facility Carried - Item 7/B.F.03>M-53 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.6 MI S OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,024</Year Overlaid - B.W.02><Year Painted - B.W.02>1,993</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>250</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.42</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02047</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02047 42.6)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,105</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>31</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>813,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1002"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,451</Structure Number - Item 8/B.ID.01><Structure Name>82112-S25-7</Structure Name><Facility Carried - Item 7/B.F.03>MYERS RD TURNAROUN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>111</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>22.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.16956</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.16956 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,486.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,803,803</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1003"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,070</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>E N HINES DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>PLYMOUTH TWP    E/I-275</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,932</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,968</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,995</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>96</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43282</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43282 42.37)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,992</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,689,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.26</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>6</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>D</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>3</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1004"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,205</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BURNS</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTH OF GARDEN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,014</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>29.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.58</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.57996</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.57996 42.58)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>807.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>21</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>660,801</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1005"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,264</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LOTZ ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON         N/MICHIGAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,952</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>73.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.437096</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.437096 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,642.04</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,519</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1006"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,074</Structure Number - Item 8/B.ID.01><Structure Name>50061-S01</Structure Name><Facility Carried - Item 7/B.F.03>U TURN @ AUGUSTINE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI E OF DEQUINDRE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>172</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08352</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08352 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,420.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>23.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,210,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1007"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,133</Structure Number - Item 8/B.ID.01><Structure Name>63192-S04-1</Structure Name><Facility Carried - Item 7/B.F.03>M-5 NB MAINLINE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>12 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>I-96,I-696,M-5 INTRCHG</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,993</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>208.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.446266</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.446266 42.5)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,217.04</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,402,006</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1008"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,817</Structure Number - Item 8/B.ID.01><Structure Name>82251-S16</Structure Name><Facility Carried - Item 7/B.F.03>WARREN AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>205.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>173.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>12</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05424</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05424 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>35,520.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>136.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,628,604</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1009"><Owner - Item 21 + 22/B.CL.01 + 02>Lincoln Park</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,500</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>EMMONS ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>S BR ECORSE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,994</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>52.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.16295</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.16295 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,164.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,593,310</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1010"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,254</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SCHOENHERR RD SBD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.6 MI NORTH OF UTICA RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,992</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>159.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.992905</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.992905 42.59)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,184.26</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,922,901</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1011"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,091</Structure Number - Item 8/B.ID.01><Structure Name>50061-S23</Structure Name><Facility Carried - Item 7/B.F.03>LFT TRN LANE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN E OF HOOVER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>196</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0053</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0053 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,507.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,803,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1012"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,237</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SOUTHERN AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WYOMING AVENUE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DEARBORN       S/MICHIGAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,925</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,984</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>94.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>42 Multi Str Encsd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>2</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>3 Steel</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>42 Multi Str Encsd</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15777</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15777 42.32)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,569.36</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,653,407</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1013"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,303</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ELIZABETH PK DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ELIZABETH PK CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>TRENTON        S/WEST RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,923</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>59.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>11 Arch- Deck, Filled Sp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.14</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.179</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.179 42.14)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,528.27</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,704,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.61</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1014"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,368</Structure Number - Item 8/B.ID.01><Structure Name>82103-S11</Structure Name><Facility Carried - Item 7/B.F.03>HAMILTON AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-8, DAVISON FWY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>HIGHLAND PARK E/LODGE FWY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>183.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>103.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10455</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10455 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>19,015.26</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>81</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,615,607</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.41</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1015"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,012</Structure Number - Item 8/B.ID.01><Structure Name>50011-S04</Structure Name><Facility Carried - Item 7/B.F.03>CLINTON RIVER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-53</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.2 MI S OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,024</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>317.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.01616</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.01616 42.61)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,239.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>820,606</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.41</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1016"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,257</Structure Number - Item 8/B.ID.01><Structure Name>82025-S12</Structure Name><Facility Carried - Item 7/B.F.03>WHITTIER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>168.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.943214</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.943214 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,104.15</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,635,202</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.76</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1017"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,030</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>INKSTER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI N OF 14 MILE ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.53</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.3233</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.3233 42.53)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>587.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>616,805</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>6</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>3</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1018"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,768</Structure Number - Item 8/B.ID.01><Structure Name>82195-S11-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT OVER US-10</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,999</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,999</Year Overlaid - B.W.02><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>240.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>61.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.064</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.064 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,760.56</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>45.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>23.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1019"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,085</Structure Number - Item 8/B.ID.01><Structure Name>50061-S16</Structure Name><Facility Carried - Item 7/B.F.03>EB 11 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN CENTERLINE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,008</Year Overlaid - B.W.02><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>337</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03604</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03604 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,772.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.72</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1020"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,828</Structure Number - Item 8/B.ID.01><Structure Name>82251-S27</Structure Name><Facility Carried - Item 7/B.F.03>I-94</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,988</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>188.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>118.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05772</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05772 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>22,238.23</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>115.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>28.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1021"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,475</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>KLENK AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FOX CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTH OF RIVERSIDE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,981</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.93045</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.93045 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,183</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,701,195</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1022"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,129</Structure Number - Item 8/B.ID.01><Structure Name>82022-S23</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>OUTER DR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,998</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>112.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20341</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20341 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,465.38</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>63</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>18.42</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1023"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,185</Structure Number - Item 8/B.ID.01><Structure Name>50112-S04</Structure Name><Facility Carried - Item 7/B.F.03>CO LINE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>ST CLAIR CO LINE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,002</Year Overlaid - B.W.02><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>268</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.73</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.730576</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.730576 42.73)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,951.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>970,206</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.9</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1024"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,853</Structure Number - Item 8/B.ID.01><Structure Name>82252-S11</Structure Name><Facility Carried - Item 7/B.F.03>DEQUINDRE AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN HAMTRAMCK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>215.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06813</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06813 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,394.62</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,805,203</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.27</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1025"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,060</Structure Number - Item 8/B.ID.01><Structure Name>50023-S04-4</Structure Name><Facility Carried - Item 7/B.F.03>M-59 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RYAN RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.5 MI W OF UTICA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>116.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.071785</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.071785 42.62)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,012.48</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>65.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>807,801</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1026"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,074</Structure Number - Item 8/B.ID.01><Structure Name>63174-S11-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST LONG LAKE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TROY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,020</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>138.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.159584</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.159584 42.59)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,221.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1027"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,080</Structure Number - Item 8/B.ID.01><Structure Name>63174-S15-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SQUARE LAKE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TROY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,017</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>147.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>85.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2057</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2057 42.61)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,689.82</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>82.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>15.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1028"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,598</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DEER PATH TRAIL</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SUBDIVISION  SEC 33</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,999</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>23</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.8</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28011</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28011 42.8)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>506</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>23</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,412,774</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1029"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,655</Structure Number - Item 8/B.ID.01><Structure Name>82191-S13</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>US-24 CONN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR OVER US-24 CONN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,018</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,991</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>190.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.19</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24409</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24409 42.19)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,045.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.42</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1030"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,910</Structure Number - Item 8/B.ID.01><Structure Name>63101-S13</Structure Name><Facility Carried - Item 7/B.F.03>US-24,TELEGRAPH RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD (I-696)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,975</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,999</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>278.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>118.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28458</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28458 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>33,009.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>111.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1031"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,898</Structure Number - Item 8/B.ID.01><Structure Name>82291-S02</Structure Name><Facility Carried - Item 7/B.F.03>WILLOW RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.8 MI E OF WILLOW</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>286</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.12</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.377655</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.377655 42.12)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,842.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.35</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1032"><Owner - Item 21 + 22/B.CL.01 + 02>St Clair Shores</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,421</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ROSEDALE STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MILK RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SAINT CLAIR SHORES</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>73.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>3 MS 13.5 (HS 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.88656</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.88656 42.45)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,025.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>830,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1033"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,361</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>TILCH RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DUNN-BANISTER DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MILE N OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,979</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>55.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.9659</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.9659 42.63)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,996.33</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,200,028</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.79</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1034"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,196</Structure Number - Item 8/B.ID.01><Structure Name>82023-S28</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94 RAMP FROM M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT,OVER RAMP HE,S</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,955</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,995</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,995</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>198.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>53.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>52 Pl Girder Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0755</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0755 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,715.32</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,588,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>27.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1035"><Owner - Item 21 + 22/B.CL.01 + 02>Birmingham</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,229</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>OAK ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI W OF WOODWARD AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,961</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>37.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>58.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2268</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2268 42.55)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,201.68</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>619,905</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.98</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1036"><Owner - Item 21 + 22/B.CL.01 + 02>Livonia</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,508</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HUBBARD ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BELL CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>HUBBARD RD @ BELL CREEK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,960</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>90.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.3641</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.3641 42.4)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,172.31</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>33.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,910</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1037"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,149</Structure Number - Item 8/B.ID.01><Structure Name>50111-S03</Structure Name><Facility Carried - Item 7/B.F.03>9 MI RD NB TURN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W LTS OF ST CLAIR SHORES</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,002</Year Overlaid - B.W.02><Year Painted - B.W.02>1,967</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>184</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.92035</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.92035 42.47)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,262.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>800,908</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1038"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,215</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>26 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HEALY BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5MILE W OF ROMEO PLANK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,993</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>57.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.72</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.96707</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.96707 42.72)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,723.44</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>816,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.35</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1039"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,692</Structure Number - Item 8/B.ID.01><Structure Name>82192-S14</Structure Name><Facility Carried - Item 7/B.F.03>W CHICAGO AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,010</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>108.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>85.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21638</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21638 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,320.15</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>66</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,803</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.65</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1040"><Owner - Item 21 + 22/B.CL.01 + 02>St Clair Shores</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,792</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BEACH STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LAKE ST CLAIR CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI E OF JEFFERSON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,006</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.88859</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.88859 42.48)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,287.37</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>829,903</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1041"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,043</Structure Number - Item 8/B.ID.01><Structure Name>63174-B04-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.6 MI S OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>44</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>91.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.238556</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.238556 42.63)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,017.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>83.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>17.92</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1042"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,003</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>VAN HORN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BLAKELY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WOODHAVEN         E/ALLEN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.13</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2219</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2219 42.13)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,840.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,101</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.64</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1043"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,259</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ROMEO PLANK RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M B CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI N OF 25 MILE ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,997</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>116.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.71</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.959274</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.959274 42.71)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,479.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>816,509</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.39</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1044"><Owner - Item 21 + 22/B.CL.01 + 02>Novi</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,861</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ISLAND LAKE DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NOVI LYONS DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W END OF ISLAND LAKE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,968</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>8 Railroad</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.55369444</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.55369444 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>728</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,414,107</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.39</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1045"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,276</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WASHINGTON ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CREPEAU CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>400 FT N OF GREEN STREET</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,968</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.73832</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.73832 42.68)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>906.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>814,905</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1046"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,402</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BELLMAN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE BRANCH CLINTON R</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI E OF EARL MEM HWY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,950</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>21</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>19.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02908</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02908 42.7)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>413.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>820,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1047"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,032</Structure Number - Item 8/B.ID.01><Structure Name>63173-S02</Structure Name><Facility Carried - Item 7/B.F.03>US-24</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 SB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ US-24</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>184</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>87.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.74</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.45161</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.45161 42.74)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,063.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>84</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>689,103</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.34</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1048"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,717</Structure Number - Item 8/B.ID.01><Structure Name>82194-B01-5</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB OFF RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RR AND MAINT RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>4 Highway-railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,018</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>12</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>533.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>12</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.29</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.13047</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.13047 42.29)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,033.42</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,505</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1049"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,643</Structure Number - Item 8/B.ID.01><Structure Name>82191-S02</Structure Name><Facility Carried - Item 7/B.F.03>WOODRUFF RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 &amp; M-85</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.8 MI N OF MONROE COL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,008</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>344.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>53.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.08</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.243256</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.243256 42.08)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,481.28</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>46</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,694,803</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.8</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1050"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,030</Structure Number - Item 8/B.ID.01><Structure Name>63173-B01</Structure Name><Facility Carried - Item 7/B.F.03>I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEERLAKE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.4 MI W OF M-15</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,962</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>53.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.74</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44587</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44587 42.74)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,318.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>155.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>33.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1051"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,053</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ROTUNDA DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>OPEN AREA</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DEARBORN S / MICHIGAN AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>0 Other</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,026</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>468</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>86.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.16311</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.16311 42.32)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>40,294.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>72</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,009</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1052"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,955</Structure Number - Item 8/B.ID.01><Structure Name>82293-B02</Structure Name><Facility Carried - Item 7/B.F.03>I-275 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI W OF LIVONIA LTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,012</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,012</Year Overlaid - B.W.02><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>170</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43659</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43659 42.37)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,486</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>20.74</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1053"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,377</Structure Number - Item 8/B.ID.01><Structure Name>82104-S05</Structure Name><Facility Carried - Item 7/B.F.03>EB M-8 RMP TO I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>S SERVICE DRIVE, M-8</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT O S SERVICE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,003</Year Overlaid - B.W.02><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>210</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.083916</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.083916 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,059</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,591,103</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1054"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,453</Structure Number - Item 8/B.ID.01><Structure Name>82701-B03</Structure Name><Facility Carried - Item 7/B.F.03>CENTRAL AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CANOE STREAM</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BELLE ISLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,947</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,008</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,008</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>54.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.994606</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.994606 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,044.24</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,633,203</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1055"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,883</Structure Number - Item 8/B.ID.01><Structure Name>82271-S03</Structure Name><Facility Carried - Item 7/B.F.03>US-24,I-75 CONN SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>US-24 NB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR OVER US-24 NB</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,025</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>102</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>57.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>52 Pl Girder Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.19</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26684</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26684 42.19)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,865</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>54.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,578,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.41</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1056"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,225</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>29 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TUPPER BROOK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>100FT EAST OF HARTWAY RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,980</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>32.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.76</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.90111</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.90111 42.76)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,292.32</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>815,710</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.95</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1057"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,929</Structure Number - Item 8/B.ID.01><Structure Name>63102-S13</Structure Name><Facility Carried - Item 7/B.F.03>GREENFIELD ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1/4 MI.N. OF 10 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>156</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>116.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20187</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20187 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,205.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>74</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,416,853</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.46</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1058"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,046</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GEDDES ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SINES DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON    W/CANTON CENTER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,997</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.49262</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.49262 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,056</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,603,888</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1059"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,187</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WALTON BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET SASHABAW AND CLINTONV</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,992</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>37</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.69</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.35192</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.35192 42.69)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,664</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>68.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>696,509</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.72</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1060"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,466</Structure Number - Item 8/B.ID.01><Structure Name>82112-S34-7</Structure Name><Facility Carried - Item 7/B.F.03>M-102 EB SERV RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N LTS OF DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,984</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>215.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>53.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20288</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20288 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,529.06</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,584,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.28</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-01T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1061"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,333</Structure Number - Item 8/B.ID.01><Structure Name>82081-S01</Structure Name><Facility Carried - Item 7/B.F.03>M-153</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,998</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>235.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>129.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21535</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21535 42.33)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>30,591.45</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>104.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>16.93</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1062"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,402</Structure Number - Item 8/B.ID.01><Structure Name>82111-S14-5</Structure Name><Facility Carried - Item 7/B.F.03>BAGLEY AV RAMPS</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,954</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,997</Year Overlaid - B.W.02><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>77.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>80.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06148</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06148 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,262.32</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>77.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1063"><Owner - Item 21 + 22/B.CL.01 + 02>Farmington Hill</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,932</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DRAKE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MINNOW POND DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.35 MI N OF 13 MILE ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,016</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,016</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.398834</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.398834 42.52)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>963.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>633,804</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1064"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,626</Structure Number - Item 8/B.ID.01><Structure Name>82191-B02</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BLAKELY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI S OF TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,019</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,019</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.18</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24322</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24322 42.18)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,532</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-07-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1065"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,570</Structure Number - Item 8/B.ID.01><Structure Name>82123-S23</Structure Name><Facility Carried - Item 7/B.F.03>WB DAV TO EB JEFFR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 (JEFFRIES FRWY)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>243</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.148834</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.148834 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,581.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1066"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,313</Structure Number - Item 8/B.ID.01><Structure Name>82062-S02-3</Structure Name><Facility Carried - Item 7/B.F.03>US-12 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN OVER M-39</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,020</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,970</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>243.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>76.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21466</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21466 42.31)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,554.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>68</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,600,206</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>17.73</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1067"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,281</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>OTTER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SWAN CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>HURON            N/WILLOW</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.12</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.41134</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.41134 42.12)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,311.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,901</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1068"><Owner - Item 21 + 22/B.CL.01 + 02>Taylor</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,515</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CONTINENTAL DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SEXTON-KILFOIL DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>31.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.29255</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.29255 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,177.11</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,658,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1069"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,865</Structure Number - Item 8/B.ID.01><Structure Name>82252-S29</Structure Name><Facility Carried - Item 7/B.F.03>DEQUINDRE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 RAMP TO DAVISON</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT OVER RAMP C TO</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>55.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0768</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0768 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,963.36</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,803</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1070"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,091</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SIX MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UPPER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DETROIT       E/TELEGRAPH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,927</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,995</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,995</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>97.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>83</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26684</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26684 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,117.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>65.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,680,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.53</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1071"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,273</Structure Number - Item 8/B.ID.01><Structure Name>82051-B01</Structure Name><Facility Carried - Item 7/B.F.03>US-24</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SILVER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.3 MI NE OF MONROE COL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,005</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.11</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.283226</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.283226 42.11)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,478.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,038</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.39</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1072"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,903</Structure Number - Item 8/B.ID.01><Structure Name>63101-S07</Structure Name><Facility Carried - Item 7/B.F.03>ORCHARD LAKE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.7 MI E OF I-96</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,988</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,008</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>236.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>123.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.358475</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.358475 42.5)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>29,161.44</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>112</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>634,003</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.74</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1073"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,512</Structure Number - Item 8/B.ID.01><Structure Name>82122-S24</Structure Name><Facility Carried - Item 7/B.F.03>GLENDALE AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,995</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,995</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>252.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23866</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23866 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,537.59</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,590,506</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1074"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,969</Structure Number - Item 8/B.ID.01><Structure Name>63103-S08</Structure Name><Facility Carried - Item 7/B.F.03>I-696</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N SERVICE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN MADISON HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,007</Year Overlaid - B.W.02><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>75.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>160.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10848</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10848 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,023.51</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>157.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,903,903</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.75</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1075"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,839</Structure Number - Item 8/B.ID.01><Structure Name>63043-S01</Structure Name><Facility Carried - Item 7/B.F.03>OPDYKE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-59</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>E LTS OF PONTIAC</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,965</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>233.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2498</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2498 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,236.35</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>63</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>616,205</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.79</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1076"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,731</Structure Number - Item 8/B.ID.01><Structure Name>82194-S02-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>OUTER DRIVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN MELVINDALE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>290.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>2</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>3 Steel</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>32 Multi Str Comp</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1713</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1713 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,534.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>57.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>15.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1077"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,456</Structure Number - Item 8/B.ID.01><Structure Name>82112-S28-7</Structure Name><Facility Carried - Item 7/B.F.03>SCHAEFER SE TURN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>110.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>22.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.17979</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.17979 42.42)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,468.61</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>19.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,288</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1078"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,813</Structure Number - Item 8/B.ID.01><Structure Name>82251-S12</Structure Name><Facility Carried - Item 7/B.F.03>M-3 TO I-375 S RMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>237.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04403</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04403 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,305.76</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,603</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1079"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,172</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>THIRTEEN MILE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET TELEGRAPH AND LAHSER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,013</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>44.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>32</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.279724</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.279724 42.52)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,417.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>607,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.88</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1080"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,127</Structure Number - Item 8/B.ID.01><Structure Name>50072-B02</Structure Name><Facility Carried - Item 7/B.F.03>M-29</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SALT RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.7 MI W OF NEW BALTIMORE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,008</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,008</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>97.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.77089</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.77089 42.68)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,667.52</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>807,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>16.63</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1081"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,012</Structure Number - Item 8/B.ID.01><Structure Name>50015-S11</Structure Name><Facility Carried - Item 7/B.F.03>33 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-53</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BRUCE TWP SEC 26-35</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>397.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.82</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.003555</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.003555 42.82)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,537.48</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>43.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,210,214</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>19</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1082"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,753</Structure Number - Item 8/B.ID.01><Structure Name>82194-S24</Structure Name><Facility Carried - Item 7/B.F.03>US-12</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>254.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>113.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08685</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08685 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>28,809.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>94</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,103</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.45</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1083"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,553</Structure Number - Item 8/B.ID.01><Structure Name>82123-S07</Structure Name><Facility Carried - Item 7/B.F.03>I-96 WB COLLECTOR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39 (SOUTHFIELD EXPR)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,005</Year Overlaid - B.W.02><Year Painted - B.W.02>1,989</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>196.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.216774</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.216774 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,165.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>57.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,583,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.84</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1084"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,210</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>23 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MCBRIDE DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.25 MILES WEST OF CARD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>28.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>4 Low Slump Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.67</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.90114</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.90114 42.67)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,698</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>807,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>9</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1085"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,281</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CLINTON RIVER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>KUKUK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI NORTH OF 17 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,977</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.9405</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.9405 42.59)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>906.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>820,606</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1086"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,952</Structure Number - Item 8/B.ID.01><Structure Name>63102-S40</Structure Name><Facility Carried - Item 7/B.F.03>MANISTEE U-TURN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MILES E. OF SCOTIA RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>154.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>82.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.16635</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.16635 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,690.66</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,416,450</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1087"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,210</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NAKOMIS</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>INDIANWOOD LAKE CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.0 MI N OF INDIANWOOD RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,930</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,012</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.8</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27299</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27299 42.8)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>720.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>669,401</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.79</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1088"><Owner - Item 21 + 22/B.CL.01 + 02>Novi</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,828</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ASHBURY DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE BR ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CHASE FARMS SUBDIVISION</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,991</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>46.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.47278</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.47278 42.44)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,046.84</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,401,742</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.66</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1089"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,002</Structure Number - Item 8/B.ID.01><Structure Name>63172-S02-4</Structure Name><Facility Carried - Item 7/B.F.03>FEATHERSTONE RD WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI N. OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,990</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>440</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.65</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23845</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23845 42.65)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,532</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,463,325</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.45</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1090"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,461</Structure Number - Item 8/B.ID.01><Structure Name>82112-S32</Structure Name><Facility Carried - Item 7/B.F.03>GREENFIELD RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,964</Year Overlaid - B.W.02><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>162.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>94.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20038</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20038 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,269.82</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>69.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,651,002</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1091"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,318</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>28 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1000' E OF PLACE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,968</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>20.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>22</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>8 Gravel</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.75</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.8287</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.8287 42.75)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>455.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>22</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>822,109</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.61</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>K</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>1</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1092"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,773</Structure Number - Item 8/B.ID.01><Structure Name>82195-S16</Structure Name><Facility Carried - Item 7/B.F.03>I-75 N TO M-10 RMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10 TO I-75N RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>191.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.061325</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.061325 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,345.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,591,110</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>11</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1093"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,497</Structure Number - Item 8/B.ID.01><Structure Name>82122-S11</Structure Name><Facility Carried - Item 7/B.F.03>MIDDLEBELT RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,014</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>166.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>106.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.3337</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.3337 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,715.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>88</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,403</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>18.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1094"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,585</Structure Number - Item 8/B.ID.01><Structure Name>82123-S37</Structure Name><Facility Carried - Item 7/B.F.03>W GD BLVD&amp;TIREMAN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>192.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>53.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1104</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1104 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,242.99</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.66</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1095"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,407</Structure Number - Item 8/B.ID.01><Structure Name>82111-S20</Structure Name><Facility Carried - Item 7/B.F.03>RAMP FROM M-10</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>JEFFERSON AVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN CITY OF DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,980</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,009</Year Overlaid - B.W.02><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>11</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>822.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>11</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.053116</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.053116 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>33,463.54</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,278</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1096"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,178</Structure Number - Item 8/B.ID.01><Structure Name>82023-S10</Structure Name><Facility Carried - Item 7/B.F.03>30TH ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,951</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>178.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>67.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11512</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11512 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,039.56</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,302</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1097"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,314</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>24 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SALT RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI WEST OF BAKER ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>129.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.69</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.76738</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.76738 42.69)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,079.55</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>819,202</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.44</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1098"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,128</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HAGGERTY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DESBROWDRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SUMPTER  N/OAKVILLE-WALTZ</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,988</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>21</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>20</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.09</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44079444</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44079444 42.09)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>420</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,604</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.22</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1099"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,166</Structure Number - Item 8/B.ID.01><Structure Name>50111-S24-3</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HARPER RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.7 MI S OF M-29</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,990</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>175.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>74.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.87154</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.87154 42.55)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,064.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>71.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1100"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,802</Structure Number - Item 8/B.ID.01><Structure Name>82251-S04</Structure Name><Facility Carried - Item 7/B.F.03>I-75 S E TURN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-375</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT OVER I-375</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>391.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0434</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0434 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,048.96</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,606</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-02-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>21</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1101"><Owner - Item 21 + 22/B.CL.01 + 02>Mt Clemens</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,414</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CROCKER BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>E OF M3 NB</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,960</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,015</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>201.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>57.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.876656</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.876656 42.6)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,664.04</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>45.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>819,209</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>3</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1102"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,499</Structure Number - Item 8/B.ID.01><Structure Name>82122-S13</Structure Name><Facility Carried - Item 7/B.F.03>CARDWELL RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,014</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>177.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.31874</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.31874 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,591</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,402</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1103"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,175</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BEECH-DALY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>REDFORD       N/FIVE MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,932</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,961</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,995</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>61.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2962</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2962 42.41)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,085.46</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,600,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>3</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1104"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,786</Structure Number - Item 8/B.ID.01><Structure Name>63821-C01</Structure Name><Facility Carried - Item 7/B.F.03>OLD I-96 (BL)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>.2 MI E OF POWER RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,006</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>32.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>50</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.36298</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.36298 42.46)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,610</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>55</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,104,142</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>17.42</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1105"><Owner - Item 21 + 22/B.CL.01 + 02>Westland</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,525</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JOHN HIX RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TONQUISH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WESTLAND</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,008</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>42</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.42274</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.42274 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,680</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,360</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.66</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1106"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,807</Structure Number - Item 8/B.ID.01><Structure Name>63022-S12-3</Structure Name><Facility Carried - Item 7/B.F.03>M-5 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FARMINGTON RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN FARMINGTON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,956</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>128.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.37597</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.37597 42.46)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,203.34</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>657,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>16.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1107"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,873</Structure Number - Item 8/B.ID.01><Structure Name>63081-S02</Structure Name><Facility Carried - Item 7/B.F.03>M-39 (RAMP H)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10 WB (RAMP G)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD (RAMP G)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,006</Year Overlaid - B.W.02><Year Painted - B.W.02>1,989</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>160.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.218605</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.218605 42.46)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,513.38</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1108"><Owner - Item 21 + 22/B.CL.01 + 02>Ortonville</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,250</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MILL</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>KEARSLEY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ORTONVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.85</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44631389</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44631389 42.85)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>976.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>654,508</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1109"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,097</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SEVEN MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UPPER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DETROIT       E/TELEGRAPH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,930</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,984</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>79.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.43</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2691</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2691 42.43)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,248.48</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>65.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,700,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1110"><Owner - Item 21 + 22/B.CL.01 + 02>Gibraltar</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,998</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GIBRALTAR ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WATERWAY CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GIBRALTAR  E/N GIBRALTAR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,021</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>70</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.09</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19066</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19066 42.09)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,360</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,692,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1111"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,434</Structure Number - Item 8/B.ID.01><Structure Name>82112-S09</Structure Name><Facility Carried - Item 7/B.F.03>CALVERT AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,955</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,991</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,991</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>170.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09955</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09955 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,607.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,584,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.35</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1112"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,388</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>POWELL ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST POND CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>200 FT NORTH OF 32 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,988</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>25.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.8</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.9801</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.9801 42.8)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,105.93</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>817,209</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.43</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1113"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,810</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PONTIAC LAKE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WATERFORD TWP SEC 21</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,024</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>42</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>32.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.65</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.3975</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.3975 42.65)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,365</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>37.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>703,707</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.71</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1114"><Owner - Item 21 + 22/B.CL.01 + 02>Dearborn Height</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,333</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ANN ARBOR TRAIL</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NORTH BRANCH ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN HEIGHTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,943</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,985</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,985</Year Overlaid - B.W.02><Year Painted - B.W.02>1,986</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>107</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24715</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24715 42.34)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,034.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,604,508</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.33</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1115"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,212</Structure Number - Item 8/B.ID.01><Structure Name>82024-S05</Structure Name><Facility Carried - Item 7/B.F.03>BRUSH ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,019</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>228.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06446</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06446 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,880.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,554</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.83</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1116"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,122</Structure Number - Item 8/B.ID.01><Structure Name>82022-S12</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BEECH-DALY RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR,OVER BEECH-DALY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>196.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>58.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.26</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.289406</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.289406 42.26)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,483.55</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>55.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,588,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.72</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1117"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,198</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JEFFERSON AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BLAKELY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GIBRALTAR  S/GIBRALTAR RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,924</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,974</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>48.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.09</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20764</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20764 42.09)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,244.51</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,302,169</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1118"><Owner - Item 21 + 22/B.CL.01 + 02>Southfield</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,290</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NINE MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RIVER ROUGE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W OF BEECH RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,930</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>103</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>58.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.30588</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.30588 42.46)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,025.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>684,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.59</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1119"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,106</Structure Number - Item 8/B.ID.01><Structure Name>50061-S40</Structure Name><Facility Carried - Item 7/B.F.03>NB SERVICE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RAMPS C&amp;E OFF I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,008</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>167.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04491</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04491 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,329.72</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,740,304</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.79</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1120"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,493</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WILKINS</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEQUINDRE CUT PATHWAY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BETWN ORLEANS &amp; ST AUBIN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>3 Pedestrian-bicycle</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,015</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>68.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03818611</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03818611 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,466</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,607</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.75</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1121"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,291</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>IRWIN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI WEST OF COON CREEK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,015</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.86</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.92351111</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.92351111 42.86)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>660</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>819,907</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1122"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,747</Structure Number - Item 8/B.ID.01><Structure Name>82194-S18</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 WB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>51.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08649</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08649 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,043.65</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>21.93</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1123"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,869</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>7 OAKS DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NEWLAND DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>160' S OF 24 MILE ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,989</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>23</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05 xsi:nil="true" /><Longitude - Item 17/B.L.06 xsi:nil="true" /><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference /><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>558.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>23</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,207,546</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-01-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1124"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,949</Structure Number - Item 8/B.ID.01><Structure Name>82292-S07</Structure Name><Facility Carried - Item 7/B.F.03>CHERRY HILL RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2 MI NW OF WAYNE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>290</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44217</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44217 42.31)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,036</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1125"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,913</Structure Number - Item 8/B.ID.01><Structure Name>82291-S16-8</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB COLLECTOR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275 SB TO I-94 EB RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROMULUS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,992</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>122.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.415306</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.415306 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,818.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,578,310</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1126"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,150</Structure Number - Item 8/B.ID.01><Structure Name>82022-S48</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,984</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>19</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>899.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>7</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>12</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>1 Concrete</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>01 Slab</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.222145</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.222145 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>59,270.46</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>17.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1127"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,156</Structure Number - Item 8/B.ID.01><Structure Name>50111-S13</Structure Name><Facility Carried - Item 7/B.F.03>MARTIN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W LTS OF ST CLAIR SHORES</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>215.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.91787</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.91787 42.5)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,124.48</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.53</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1128"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,442</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>TIREMAN AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>ROUGE PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,930</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>89.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>69.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.25198333</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.25198333 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,284.01</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,625,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1129"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,594</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MEADOWOOD ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEVONSHIRE DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SUBDIVISION SEC 9</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,019</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27611</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27611 42.6)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,020.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,871,003</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.47</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1130"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,988</Structure Number - Item 8/B.ID.01><Structure Name>63132-B01</Structure Name><Facility Carried - Item 7/B.F.03>M-150</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROCHESTER (W MAIN ST)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,924</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,994</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,924</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>43.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>77.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.13386</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.13386 42.68)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,343.68</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>58.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,413,538</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.87</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1131"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,018</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PENNSYLVANIA ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BLAKELY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BRNTN/TAYLOR E/BEECH-DALY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,020</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>4 Low Slump Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.18</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28273</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28273 42.18)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,196.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,307</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.86</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1132"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,167</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GRAND RIVER AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET NOVI AND TAFT RDS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>91.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>90.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.48199</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.48199 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,271.84</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>68.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,104,142</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1133"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,638</Structure Number - Item 8/B.ID.01><Structure Name>82191-R01-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GTW RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WOODHAVEN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,006</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>147.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.12</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2412</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2412 42.12)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,317.76</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.95</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1134"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,158</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MIDDLE BELT ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>INKSTER        N/MICHIGAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,924</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,972</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>155.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>74.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.29</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.32942</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.32942 42.29)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,607.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,403</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1135"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,806</Structure Number - Item 8/B.ID.01><Structure Name>63022-S11</Structure Name><Facility Carried - Item 7/B.F.03>DRAKE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-5</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.0 MI NW OF WAYNE CO LIN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,957</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>136</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.395676</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.395676 42.46)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,637.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>633,804</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1136"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,926</Structure Number - Item 8/B.ID.01><Structure Name>82292-B09</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MCCLAUGHREY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1 MI SW OF WAYNE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,012</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>54</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.25</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43975</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43975 42.25)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,051</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1137"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,342</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CARD ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MCBRIDE DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI SOUTH OF 23 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>31.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.67</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.897995</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.897995 42.67)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,240.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,200,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.94</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1138"><Owner - Item 21 + 22/B.CL.01 + 02>Beverly Hills</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,223</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>RIVERSIDE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI E OF EVERGREEN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,992</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>82</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.53</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24187</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24187 42.53)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,550.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>611,001</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1139"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,529</Structure Number - Item 8/B.ID.01><Structure Name>82122-S41</Structure Name><Facility Carried - Item 7/B.F.03>NEWBURGH DBL U-TRN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,014</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>176</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.413925</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.413925 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,712</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,804,009</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1140"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,214</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JEFFERSON AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DET&amp;RIVRRGEN/SCHAEFER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,922</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,982</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,982</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>6</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>248</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>69.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>16 Movable- Bascule</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>4</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>3 Steel</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>02 Multi Str Non Comp</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>9 Other</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.12865</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.12865 42.28)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,335.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>45.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,302,169</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>17.63</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1141"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,039</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>EMBURKE BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.25 MI S OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>28</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>22</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.66</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.39325</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.39325 42.66)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>616</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>700,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>K</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>2</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1142"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,397</Structure Number - Item 8/B.ID.01><Structure Name>82111-S11</Structure Name><Facility Carried - Item 7/B.F.03>M-85 (FORT ST.)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,958</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,994</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,994</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>110.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>101.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05556</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05556 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,173.39</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>72.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1143"><Owner - Item 21 + 22/B.CL.01 + 02>Southfield</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,292</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ELEVEN MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PEBBLE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.3086</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.3086 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,853.41</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>634,509</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1144"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,180</Structure Number - Item 8/B.ID.01><Structure Name>50112-B01-4</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SALT RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI NE OF M-19</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,996</Year Overlaid - B.W.02><Year Painted - B.W.02>2,023</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>124</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.71</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.77004</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.77004 42.71)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,319.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,502</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>21.35</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1145"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,199</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GAGE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SWARTZ CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SOUTH OF KURTZ</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,979</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.84</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.688576</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.688576 42.84)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>696.71</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,511,403</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1146"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,984</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WILLOW ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>HURON   S/HURON RIVER DR.</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,922</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,993</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,997</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>191.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>11 Arch- Deck, Filled Sp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.12</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.3571</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.3571 42.12)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,411.58</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.96</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1147"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,253</Structure Number - Item 8/B.ID.01><Structure Name>82025-S09-1</Structure Name><Facility Carried - Item 7/B.F.03>OUTER DRIVE NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>166.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.95997</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.95997 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,354.26</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,578,104</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.24</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1148"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,133</Structure Number - Item 8/B.ID.01><Structure Name>82022-S27</Structure Name><Facility Carried - Item 7/B.F.03>I-94</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GREENFIELD RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,971</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>178</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>122</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18309</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18309 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>21,716</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>119.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>20.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1149"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,087</Structure Number - Item 8/B.ID.01><Structure Name>50061-S18</Structure Name><Facility Carried - Item 7/B.F.03>VAN DYKE AVE (M53)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN &amp; CENTERLINE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>207</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>106.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02778</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02778 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>22,004.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>88</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>799,108</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.99</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1150"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,271</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JEFFERSON AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER SPILLWAY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4MI W OF CROCKER BLVD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,950</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,016</Year Overlaid - B.W.02><Year Painted - B.W.02>1,950</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>196</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.84719</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.84719 42.56)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,134.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,263</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1151"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,117</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GRISWOLD STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTHVILLE    S/BASE LINE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,001</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>64</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.47618</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.47618 42.44)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,084.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,680,204</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-01T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1152"><Owner - Item 21 + 22/B.CL.01 + 02>Other Local Agencies</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,364</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>S LOT ACCESS DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PARALLEL FRANK &amp; POET DR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>500 FT N OF EUREKA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,001</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.19</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.35609</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.35609 42.19)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>897</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,373</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1153"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,021</Structure Number - Item 8/B.ID.01><Structure Name>50015-S08</Structure Name><Facility Carried - Item 7/B.F.03>M-53 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>31 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WASHINGTON TWP SEC 2-11</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>136.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.79</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.005226</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.005226 42.79)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,633.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>45.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,210,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>17.3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>19</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1154"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,154</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MERRIMAN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TARABUSI DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>LIVONIA      S/SEVEN MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>64</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.35507</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.35507 42.42)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,017.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>76</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,000</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1155"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,847</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DEQUINDRE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RED RUN DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI N OF CHICAGO RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>129.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08641</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08641 42.52)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,248.42</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>799,402</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.33</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1156"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,645</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>12 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MINNOW POND DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>FARMINGTON HILLS TWP10/13</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.373055</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.373055 42.5)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,560</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,462,980</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1157"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,849</Structure Number - Item 8/B.ID.01><Structure Name>82252-S09</Structure Name><Facility Carried - Item 7/B.F.03>STATE FAIR AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>225.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>70.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.094775</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.094775 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,896.32</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>51.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,586,002</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.27</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1158"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,145</Structure Number - Item 8/B.ID.01><Structure Name>50111-R01-3</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MICHIGAN TRANSIT MUSEUM</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.3 MI SW OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,006</Year Overlaid - B.W.02><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>165</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.85574</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.85574 42.61)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,058.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>51.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.98</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1159"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,192</Structure Number - Item 8/B.ID.01><Structure Name>82023-S24</Structure Name><Facility Carried - Item 7/B.F.03>M-10 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>6</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>297.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>53.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>6</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07651</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07651 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,005.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,509</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1160"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,355</Structure Number - Item 8/B.ID.01><Structure Name>82102-S02</Structure Name><Facility Carried - Item 7/B.F.03>NAPIER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-14</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3 MI W OF PLYMOUTH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,975</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>304.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.54837</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.54837 42.37)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,585.55</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,432,007</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1161"><Owner - Item 21 + 22/B.CL.01 + 02>Troy</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,311</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ALLEN DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BARNARD DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI S OF MAPLE ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>31</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.124855</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.124855 42.55)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,135.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>33.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>690,109</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1162"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,244</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NB MOUND RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PLUM BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI N OF 18 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,992</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>57.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05058</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05058 42.6)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,948.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>54</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>799,110</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.35</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1163"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,085</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SIX MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>JOHNSON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTHVILLE TWP     W/BECK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,935</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>32</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.51685</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.51685 42.41)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,145.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,680,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.71</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1164"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,832</Structure Number - Item 8/B.ID.01><Structure Name>82251-S30-5</Structure Name><Facility Carried - Item 7/B.F.03>I-75 S-E RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 SB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>7 3d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,979</Year Overlaid - B.W.02><Year Painted - B.W.02>1,983</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>192.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05844722</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05844722 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,632.68</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,708</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1165"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,902</Structure Number - Item 8/B.ID.01><Structure Name>82291-S06</Structure Name><Facility Carried - Item 7/B.F.03>PENNSYLVANIA RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ S LIMITSOF ROMULUS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,022</Year Overlaid - B.W.02><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>288</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.18</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.388016</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.388016 42.18)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,939.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,307</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.41</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1166"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,138</Structure Number - Item 8/B.ID.01><Structure Name>63201-C01</Structure Name><Facility Carried - Item 7/B.F.03>I-75 BR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PONTIAC CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET UNIVERSITY DR &amp; HURON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>41.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>3</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28874167</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28874167 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,489.28</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>672,705</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.7</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1167"><Owner - Item 21 + 22/B.CL.01 + 02>Other Local Agencies</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,371</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MIDFIELD RAMP A</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DINGELL RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.8 MI N OF EUREKA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>357.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.2</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.35794</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.35794 42.2)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>22,629.75</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,995</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.74</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1168"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,343</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JEFFERSON AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEQUINDRE CUT GREENWAY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>JEFFERSON W OF ST AUBIN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,923</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>94.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>120</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>9</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02819</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02819 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,376</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>99.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,824</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.63</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1169"><Owner - Item 21 + 22/B.CL.01 + 02>Birmingham</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,235</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LAKESIDE ST SOUTH</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>QUARTON LK-ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI S OF QUARTON RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22601</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22601 42.55)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>621.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>614,609</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.48</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1170"><Owner - Item 21 + 22/B.CL.01 + 02>Sterling Heights</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,425</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>17 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CONRAIL RAILROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST OF MOUND RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,981</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>214.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.58</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03994</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03994 42.58)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,501.34</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>68.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>805,203</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.52</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1171"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,155</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ORION RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET SNELL AND COLLINS RDS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,014</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>37.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.73</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.160645</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.160645 42.73)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,658.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>604,708</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.69</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1172"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,019</Structure Number - Item 8/B.ID.01><Structure Name>50011-S11</Structure Name><Facility Carried - Item 7/B.F.03>M-53 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CANAL RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI S OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02>1,994</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>142</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.01221</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.01221 42.62)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,091.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,210,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.41</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1173"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,338</Structure Number - Item 8/B.ID.01><Structure Name>82081-S06-1</Structure Name><Facility Carried - Item 7/B.F.03>EVERGREEN RD NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-153</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,008</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,008</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>234.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23442</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23442 42.33)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,667.18</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>54</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,596,908</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.48</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1174"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,366</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>28 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HEALY BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI W OF ROMEO PLANK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>28.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.75</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.96773</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.96773 42.75)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>757.18</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,920</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.56</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1175"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,039</Structure Number - Item 8/B.ID.01><Structure Name>63173-S09</Structure Name><Facility Carried - Item 7/B.F.03>BELFORD RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.1 MI SE OF GENESEE COL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,023</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>220.25</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.86</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.59102</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.59102 42.86)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,783.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>649,602</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1176"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,983</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WILLOW ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SWAN CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>HURON T           W/WALTZ</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,982</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,995</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>37.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.12</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.40526</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.40526 42.12)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,768.13</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>43</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.44</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1177"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,632</Structure Number - Item 8/B.ID.01><Structure Name>82191-C02</Structure Name><Facility Carried - Item 7/B.F.03>M-85 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SMITH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.5 MI N OF N HURON RI DR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,008</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.08</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2431</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2431 42.08)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>757.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.24</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1178"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,715</Structure Number - Item 8/B.ID.01><Structure Name>82193-S11-4</Structure Name><Facility Carried - Item 7/B.F.03>M-102 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N LTS OF DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>109.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>81.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21963</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21963 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,897.02</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>71.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>640,807</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1179"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,667</Structure Number - Item 8/B.ID.01><Structure Name>82103-S04</Structure Name><Facility Carried - Item 7/B.F.03>WOODWARD AVE UTURN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-8, DAVISON FWY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF HIGHLAND PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>202.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.093636</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.093636 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,512.75</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,006</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1180"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,361</Structure Number - Item 8/B.ID.01><Structure Name>82102-S08</Structure Name><Facility Carried - Item 7/B.F.03>M-14</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EDWARD HINES DRIVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI WEST OF PLYMOUTH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,006</Year Overlaid - B.W.02><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>129</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>123.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.46857</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.46857 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,970.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>117</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,205</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.67</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1181"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,177</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LONG LAKE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GIBSON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET JOHN R AND DEQUINDRE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10802</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10802 42.59)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,002.03</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>641,102</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.35</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1182"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,086</Structure Number - Item 8/B.ID.01><Structure Name>63174-S19</Structure Name><Facility Carried - Item 7/B.F.03>SOUTH BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.5 MI S OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,001</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>308.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23539</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23539 42.62)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>21,917.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>616,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.64</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1183"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,407</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>31 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>STONY CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI EAST OF DEQUINDRE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,016</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>32</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>32.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.79</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.086876</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.086876 42.79)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,027.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,408,230</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.89</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1184"><Owner - Item 21 + 22/B.CL.01 + 02>Pontiac</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,252</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GILLESPIE AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1/2 MI SW ORCH LK &amp; BL 75</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,936</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>50.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>07 Frame- Rigid exc Culv</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.29764</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.29764 42.63)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,706.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>673,009</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1185"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,123</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NORTHVILLE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTHVILE T    S/SIX MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,922</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,976</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,995</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>64</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.46925</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.46925 42.4)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,968</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,679,402</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.43</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1186"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,177</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>EVERGREEN RD (NB)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DEARBORN       N/MICHIGAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,975</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,015</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>335</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22651</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22651 42.31)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>21,071.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,596,908</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1187"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,249</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SCHOENHERR RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RED RUN DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI S OF 15 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,978</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>250</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.989624</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.989624 42.55)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,800</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.91</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1188"><Owner - Item 21 + 22/B.CL.01 + 02>Troy</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,309</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ROCHESTER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>STURGIS</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.15 MI N/BIG BEAVER RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,975</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,975</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.128494</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.128494 42.56)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,166</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,413,538</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.6</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-01T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1189"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,660</Structure Number - Item 8/B.ID.01><Structure Name>82191-S17-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NORTH LINE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHGATE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,019</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,991</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>207.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.21</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22208</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22208 42.21)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,109.43</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.54</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1190"><Owner - Item 21 + 22/B.CL.01 + 02>Farmington</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,237</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>POWER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UPPER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI N OF GRAND RIVER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,940</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,957</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>28.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.36656</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.36656 42.46)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>864.11</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,410,108</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.43</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1191"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,682</Structure Number - Item 8/B.ID.01><Structure Name>82192-S04</Structure Name><Facility Carried - Item 7/B.F.03>OAKWOOD BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,964</Year Overlaid - B.W.02><Year Painted - B.W.02>1,964</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>163</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>119.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.29</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20674</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20674 42.29)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>19,511.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>102.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,648,503</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.53</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1192"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,869</Structure Number - Item 8/B.ID.01><Structure Name>82252-S34</Structure Name><Facility Carried - Item 7/B.F.03>DEQUINDRE AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-8 DAVISON</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>199.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.077225</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.077225 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,265.72</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,803</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.54</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1193"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,031</Structure Number - Item 8/B.ID.01><Structure Name>50013-S09</Structure Name><Facility Carried - Item 7/B.F.03>22 MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-53</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.0 MI N OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>207.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.66</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.01412</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.01412 42.66)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,923.82</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>807,104</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>19</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1194"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,789</Structure Number - Item 8/B.ID.01><Structure Name>63022-C02</Structure Name><Facility Carried - Item 7/B.F.03>I-96</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BASSETT DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.75 MI NW OF NOVI</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,024</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>118</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.49233</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.49233 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,914.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>657,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.52</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>9</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1195"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,050</Structure Number - Item 8/B.ID.01><Structure Name>50022-B04</Structure Name><Facility Carried - Item 7/B.F.03>M-59 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GLOEDE DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3.1 MI EAST OF M-53</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,993</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>37.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.95192</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.95192 42.63)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,418</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>807,801</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>18</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1196"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,278</Structure Number - Item 8/B.ID.01><Structure Name>82052-B02-2</Structure Name><Facility Carried - Item 7/B.F.03>US-24 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SEXTON KILFOIL DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26941</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26941 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,918</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,806</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.66</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1197"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,933</Structure Number - Item 8/B.ID.01><Structure Name>63102-S18</Structure Name><Facility Carried - Item 7/B.F.03>COOLIDGE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN OAK PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>154</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>82.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.182594</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.182594 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,735.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>644,004</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1198"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,948</Structure Number - Item 8/B.ID.01><Structure Name>63102-S35</Structure Name><Facility Carried - Item 7/B.F.03>MEADOWLARK U EAST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 M W OF EVERGREEN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>130</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.242874</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.242874 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,524</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,401,067</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1199"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,103</Structure Number - Item 8/B.ID.01><Structure Name>82022-B01</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,943</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,943</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>28.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20742</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20742 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,442.11</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>18.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1200"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,117</Structure Number - Item 8/B.ID.01><Structure Name>63191-S03</Structure Name><Facility Carried - Item 7/B.F.03>HAGGERTY RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 WB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>E LTS OF NOVI</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02>1,999</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>246.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43576</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43576 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,953.48</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>639,005</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.27</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1201"><Owner - Item 21 + 22/B.CL.01 + 02>Dearborn Height</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,337</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JACKSON AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN HEIGHTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,992</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23359</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23359 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>777</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,646,705</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1202"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,267</Structure Number - Item 8/B.ID.01><Structure Name>63174-B05-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BARNARD DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI S OF MAPLE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,019</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>41</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>76.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.116425</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.116425 42.55)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,124.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>72.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1203"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,065</Structure Number - Item 8/B.ID.01><Structure Name>63174-S06-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-150 (ROCHESTER RD.)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TROY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,020</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>188.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>86</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.12956</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.12956 42.56)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,185.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>82.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.58</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1204"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,439</Structure Number - Item 8/B.ID.01><Structure Name>82112-S14</Structure Name><Facility Carried - Item 7/B.F.03>M-10 RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-8 EB DAVISON</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,957</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>302.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10864</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10864 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,609.85</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,590,902</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1205"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,028</Structure Number - Item 8/B.ID.01><Structure Name>50013-S02</Structure Name><Facility Carried - Item 7/B.F.03>M-53 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>24 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.0 MI N OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>107.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.01635</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.01635 42.68)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,616.04</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>813,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.87</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1206"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,134</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HAGGERTY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WILLOW CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTONN/FORD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44911</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44911 42.33)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,116</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,524</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1207"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,685</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NEWMAN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET STANTON AND INDIANWD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>8 Gravel</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.8</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.29147</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.29147 42.8)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>613.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>669,910</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.57</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1208"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,973</Structure Number - Item 8/B.ID.01><Structure Name>63103-S12</Structure Name><Facility Carried - Item 7/B.F.03>COUZENS ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN MADISON HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,002</Year Overlaid - B.W.02><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>172.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.094666</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.094666 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,436.75</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>51.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,006</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.56</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1209"><Owner - Item 21 + 22/B.CL.01 + 02>Sterling Heights</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,430</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DODGE PARK RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PLUM BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N OF 16 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,016</Year Overlaid - B.W.02><Year Painted - B.W.02>1,995</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>97</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.01056</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.01056 42.57)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,685.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>812,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.55</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1210"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,792</Structure Number - Item 8/B.ID.01><Structure Name>82211-B05</Structure Name><Facility Carried - Item 7/B.F.03>M-85 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,024</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>55.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.26</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.167206</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.167206 42.26)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,562.22</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.89</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1211"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,109</Structure Number - Item 8/B.ID.01><Structure Name>50061-S43</Structure Name><Facility Carried - Item 7/B.F.03>SCHOENHERR LFT TRN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN @ SCHOENHERR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>196</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.98897778</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.98897778 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,802</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>21.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>805,708</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1212"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,954</Structure Number - Item 8/B.ID.01><Structure Name>63102-S42</Structure Name><Facility Carried - Item 7/B.F.03>MAPLEFIELD U-TURN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 M W OF WOODWARD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>199.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>12</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15549</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15549 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,208.78</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,412,696</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1213"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,326</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>EAST ARCHER DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CHANNEL TO LAKE ST CLAIR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI S OF S RIVER RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,015</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>57</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.78999</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.78999 42.59)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,613.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>832,301</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1214"><Owner - Item 21 + 22/B.CL.01 + 02>Novi</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,246</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MEADOWBROOK RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COURTER DITCH</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI N OF NINE MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>62</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.45532</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.45532 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,771.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>656,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.32</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1215"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,978</Structure Number - Item 8/B.ID.01><Structure Name>82293-S15</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>E HINES DR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI W OF LIVONIA LTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,012</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>120</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43619</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43619 42.37)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,684</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>20.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-31T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1216"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,809</Structure Number - Item 8/B.ID.01><Structure Name>82251-S08-2</Structure Name><Facility Carried - Item 7/B.F.03>M-3 SB CONN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 &amp; I-375</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT OVER I-375</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>7</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>361.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>7</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04361</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04361 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,163.52</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>41</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>24.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1217"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,147</Structure Number - Item 8/B.ID.01><Structure Name>82022-S43</Structure Name><Facility Carried - Item 7/B.F.03>M-39 SB RAMP L</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,004</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>16</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,330.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>13</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>3</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>1 Concrete</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>01 Slab</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>11</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2246</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2246 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>63,745.32</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,902</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>K</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1218"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,620</Structure Number - Item 8/B.ID.01><Structure Name>82141-B02</Structure Name><Facility Carried - Item 7/B.F.03>M-102 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI W OF US-24</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>70</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.281425</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.281425 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,075</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>69</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>640,807</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1219"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,098</Structure Number - Item 8/B.ID.01><Structure Name>63174-S30</Structure Name><Facility Carried - Item 7/B.F.03>10.5 MI ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ CITY OF ROYAL OAK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>222.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>11</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11354</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11354 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,827.41</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>651,908</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.42</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1220"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,795</Structure Number - Item 8/B.ID.01><Structure Name>63022-R02-4</Structure Name><Facility Carried - Item 7/B.F.03>I-96 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN NOVI</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,008</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,008</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>108.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>67.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.48857</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.48857 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,321.08</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>657,304</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.71</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1221"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,285</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>33 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N B CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI EAST OF POWELL RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,955</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,984</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>37.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.82</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.97641</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.97641 42.82)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,112.15</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>21</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,210,214</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.73</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>3</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1222"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,998</Structure Number - Item 8/B.ID.01><Structure Name>63172-R01-5</Structure Name><Facility Carried - Item 7/B.F.03>NB JOSLYN TO I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GTW RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>5.7 MI NW OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,981</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,005</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>144</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28682</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28682 42.7)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,305.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,849,506</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1223"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,266</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NORTH AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>E B COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3MI NORTH OF 26 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,977</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>52.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.72</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.87484</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.87484 42.72)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,080.32</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,817,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>3</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1224"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,157</Structure Number - Item 8/B.ID.01><Structure Name>50111-S14</Structure Name><Facility Carried - Item 7/B.F.03>12 MI RD S INTERCH</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W LTS OF ST CLAIR SHORES</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,002</Year Overlaid - B.W.02><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>194.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.51</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.918175</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.918175 42.51)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,571.28</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,803,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1225"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,581</Structure Number - Item 8/B.ID.01><Structure Name>82123-S33</Structure Name><Facility Carried - Item 7/B.F.03>JOY RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,008</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>174.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>70.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.13116</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.13116 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,284.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,806</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1226"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,287</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>33 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST BRANCH COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI EAST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,983</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,022</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,022</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>42.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.82</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.87794</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.87794 42.82)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,207</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,210,214</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.73</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1227"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,381</Structure Number - Item 8/B.ID.01><Structure Name>82104-S09</Structure Name><Facility Carried - Item 7/B.F.03>NB OAKLAND AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-8, DAVISON FWY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN HIGHLAND PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,015</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>263.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08642</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08642 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,593.02</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,708,768</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.52</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1228"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,443</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PLYMOUTH ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>ROUGE PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,983</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,022</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>119.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>110.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.255486</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.255486 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,181.76</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>88</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,604,102</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>15.3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1229"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,018</Structure Number - Item 8/B.ID.01><Structure Name>63172-S13</Structure Name><Facility Carried - Item 7/B.F.03>WALDON RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.5 MI SE OF M-15</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,004</Year Overlaid - B.W.02><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>335.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>32.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.73</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.375854</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.375854 42.73)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,004.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>627,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-31T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1230"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,968</Structure Number - Item 8/B.ID.01><Structure Name>82293-S05</Structure Name><Facility Carried - Item 7/B.F.03>I-275 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>E HINES DR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI W OF LIVONIA LTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,012</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,012</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>120</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43659</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43659 42.37)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,684</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>20.63</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1231"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,170</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>INKSTER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BELL CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>LIVONIA/REDFORD  N/5 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,958</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>91.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.31526</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.31526 42.41)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,012.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>20.57</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1232"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,168</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>12 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PEBBLE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET MIDDLEBELT AND INKSTE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>51.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>74.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.321396</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.321396 42.5)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,874.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,462,980</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.96</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1233"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,639</Structure Number - Item 8/B.ID.01><Structure Name>82191-R01-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GTW RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WOODHAVEN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,006</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>147.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.12</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24146</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24146 42.12)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,317.76</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.94</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1234"><Owner - Item 21 + 22/B.CL.01 + 02>Troy</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,610</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WATTLES ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI E OF ADAMS ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,957</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,016</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.58</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2003</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2003 42.58)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>997.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>618,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.24</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-01T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1235"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,290</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ELWELL ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SWAN CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SUMPTER   300 FT N/WILLIS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.16</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.50037</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.50037 42.16)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>621.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,505</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1236"><Owner - Item 21 + 22/B.CL.01 + 02>Novi</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,275</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>9 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>THORNTON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.06 MI E OF NOVI RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,990</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>21.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.47292</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.47292 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,118</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>633,603</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.67</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1237"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,098</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>OUTER DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MT OLIVET CEMETERY DR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DETROIT        N/SIX MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,946</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,990</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>154.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>07 Frame- Rigid exc Culv</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.013695</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.013695 42.42)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,390.52</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,082</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1238"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,314</Structure Number - Item 8/B.ID.01><Structure Name>82062-S02-4</Structure Name><Facility Carried - Item 7/B.F.03>US-12 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN OVER M-39</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,020</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,970</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>243.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>76.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21466</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21466 42.31)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,554.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>68</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,704,788</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1239"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,215</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NAVARRA CT</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WHITE LAKE CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST OF LAKE GROVE DR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.558136</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.558136 42.68)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>720</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>22</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>704,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1240"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,503</Structure Number - Item 8/B.ID.01><Structure Name>82122-S17</Structure Name><Facility Carried - Item 7/B.F.03>GARFIELD ST U-TRN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN REDFORD TWP</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>200</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28871</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28871 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,900</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,057</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1241"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,318</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DUNHAM ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MILLER DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI W OF HEYDENREICH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,986</Year Overlaid - B.W.02><Year Painted - B.W.02>1,964</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.91665</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.91665 42.62)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>890.39</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>832,505</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1242"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,493</Structure Number - Item 8/B.ID.01><Structure Name>82122-S07</Structure Name><Facility Carried - Item 7/B.F.03>BROOKFIELD AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>176</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.36571</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.36571 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,236.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,305</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1243"><Owner - Item 21 + 22/B.CL.01 + 02>Pontiac</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,767</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>AUBURN AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BTWN SAGINAW AND WOODWARD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.290436</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.290436 42.63)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,191.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06 xsi:nil="true" /><LRS Route ID Item 13/B.H.06>625,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1244"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,877</Structure Number - Item 8/B.ID.01><Structure Name>63081-S06</Structure Name><Facility Carried - Item 7/B.F.03>M-39 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>9 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,998</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>133.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>89.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2196</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2196 42.46)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,952.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>84.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,608</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1245"><Owner - Item 21 + 22/B.CL.01 + 02>Ortonville</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,251</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BALL ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>KEARSLEY CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ORTONVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,014</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>38</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.86</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4478</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4478 42.86)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,208.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>22.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>670,207</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1246"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,094</Structure Number - Item 8/B.ID.01><Structure Name>50061-S28</Structure Name><Facility Carried - Item 7/B.F.03>M-97 GROESBECK HWY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>240</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>106.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.96918</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.96918 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>25,536</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>88</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,009</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.52</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1247"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,191</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>TOLEDO ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PENNSYLVANIA ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BRNTWN/STHGTEE/ALLEN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,018</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,018</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>143</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>91.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.18</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22677</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22677 42.18)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,084.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>84</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,688,707</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1248"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,226</Structure Number - Item 8/B.ID.01><Structure Name>82024-S19</Structure Name><Facility Carried - Item 7/B.F.03>SAGINAW ST U-TRN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,983</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,983</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>160.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0349</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0349 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,858.23</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>45.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,877,006</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1249"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,129</Structure Number - Item 8/B.ID.01><Structure Name>63191-S19</Structure Name><Facility Carried - Item 7/B.F.03>I-96</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-5</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>I-96/I-696 INTERCHANGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>265.67</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.42789</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.42789 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,795.75</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,410,620</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1250"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,108</Structure Number - Item 8/B.ID.01><Structure Name>82022-R02</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR &amp; SHOOK RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.0 MI W OF TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>4 Highway-railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>285</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.395424</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.395424 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>22,372.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>75.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,588,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.64</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1251"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,909</Structure Number - Item 8/B.ID.01><Structure Name>82291-S14-4</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROMULUS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,011</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,992</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>360</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.41207</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.41207 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>22,788</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,588,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.72</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1252"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,488</Structure Number - Item 8/B.ID.01><Structure Name>82122-S02</Structure Name><Facility Carried - Item 7/B.F.03>NEWBURGH RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>178.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>76.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.41201</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.41201 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,708.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,394</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1253"><Owner - Item 21 + 22/B.CL.01 + 02>Westland</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,522</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HENRY RUFF RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER RIVER ROUGE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WESTLAND</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,947</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,011</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>73.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.29</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.33915</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.33915 42.29)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,952</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,664,604</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1254"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,132</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HAGGERTY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TRUESDELL DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON      S/CHERRY HILL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44801</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44801 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>960</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,524</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.41</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1255"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,851</Structure Number - Item 8/B.ID.01><Structure Name>82191-S27-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GODDARD ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,018</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>221</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21218</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21218 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,989.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.97</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1256"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,636</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MARTIN PARKWAY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WETLANDS</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>COMMERCE TWP SEC 24</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,011</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>44.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4514</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4514 42.56)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,126.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,403,012</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.57</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1257"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,183</Structure Number - Item 8/B.ID.01><Structure Name>82023-S14</Structure Name><Facility Carried - Item 7/B.F.03>NB W GRAND BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,013</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>189.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.109055</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.109055 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,014.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1258"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,457</Structure Number - Item 8/B.ID.01><Structure Name>82112-S28-8</Structure Name><Facility Carried - Item 7/B.F.03>SCHAEFER NW TURN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>110.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>22.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.43</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.180466</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.180466 42.43)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,468.61</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>19.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,287</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1259"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,506</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NOVI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR &amp; MID ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S OF GRAND RIVER AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>7 Railroad-waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,011</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>217.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>95</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.47527</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.47527 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>20,643.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>621,910</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.35</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1260"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,916</Structure Number - Item 8/B.ID.01><Structure Name>82194-R02-5</Structure Name><Facility Carried - Item 7/B.F.03>RAMP D FROM I-75 S</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RAMP C</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT - GHIB</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,026</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>503.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10096</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10096 42.31)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>20,760.68</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>2,000,022</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07 xsi:nil="true" /><Inspection Date Item 90/B.IE.02>2026-05-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1261"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,384</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>KUNSTMAN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CAMP BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI NORTH OF 28 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>25.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>19.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.75</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.94055</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.94055 42.75)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>510.23</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>817,007</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.24</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1262"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,467</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DIVISION</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEQUINDRE CUT PATHWAY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BETW. ORLEANS-ST. AUBIN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>3 Pedestrian-bicycle</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,014</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>68.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03684444</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03684444 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,329</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,711,403</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1263"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,199</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JEFFERSON AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANK &amp; POET DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GIBRALTAR     N/GIBRALTAR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,936</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>21</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>58.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.1</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20318</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20318 42.1)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,220.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,302,169</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.84</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1264"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,004</Structure Number - Item 8/B.ID.01><Structure Name>63172-S04-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PONTIAC RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.0 MI N OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,989</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>129.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.67</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24102</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24102 42.67)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,449.44</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>69.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>20.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1265"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,967</Structure Number - Item 8/B.ID.01><Structure Name>82293-S04</Structure Name><Facility Carried - Item 7/B.F.03>ANN ARBOR TRAIL</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI W OF LIVONIA LTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,012</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,012</Year Overlaid - B.W.02><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>344.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43596</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43596 42.36)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,555.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,604,108</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.33</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1266"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,520</Structure Number - Item 8/B.ID.01><Structure Name>82122-S32</Structure Name><Facility Carried - Item 7/B.F.03>LFT TRN W INKSTER</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ E LTS OF LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>166.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>22.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.31514</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.31514 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,729.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,803,909</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1267"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,152</Structure Number - Item 8/B.ID.01><Structure Name>50111-S06</Structure Name><Facility Carried - Item 7/B.F.03>10 MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W LTS OF ST CLAIR SHORES</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,990</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>185</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.91653</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.91653 42.48)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,544</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,101</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.57</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1268"><Owner - Item 21 + 22/B.CL.01 + 02>Mt Clemens</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,415</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DICKINSON ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST OF GRATIOT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,007</Year Overlaid - B.W.02><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>212</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.874596</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.874596 42.6)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,956.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>800,808</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.7</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1269"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,206</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>21 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SALT SLANG GLOEDE DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>418 FT WEST OF GARFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,968</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,020</Year Overlaid - B.W.02><Year Painted - B.W.02>1,968</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>38.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.957924</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.957924 42.64)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,319.67</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>817,708</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>3</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1270"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,154</Structure Number - Item 8/B.ID.01><Structure Name>82022-S51</Structure Name><Facility Carried - Item 7/B.F.03>VAN BORN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT I-94 &amp; M-39 INTRCHG</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>7</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>325.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>4</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>1 Concrete</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>01 Slab</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22377</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22377 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>21,554.13</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,203</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1271"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,847</Structure Number - Item 8/B.ID.01><Structure Name>63043-S10</Structure Name><Facility Carried - Item 7/B.F.03>M-59 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>JOHN R RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.0 MI W OF UTICA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>117.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11114</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11114 42.62)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,060.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>65.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>648,906</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>30.83</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1272"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,123</Structure Number - Item 8/B.ID.01><Structure Name>63191-S08</Structure Name><Facility Carried - Item 7/B.F.03>I-96 RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-5</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ I-96/I-696 INTERCHANGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,998</Year Overlaid - B.W.02><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>273.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.42734</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.42734 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,287.14</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>634,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.96</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1273"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,164</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>INKSTER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SILVER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BROWNSTOWN/HURON   S/GRIX</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,997</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>25.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.13</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.30461</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.30461 42.13)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,012</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.57</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1274"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,137</Structure Number - Item 8/B.ID.01><Structure Name>82022-S31</Structure Name><Facility Carried - Item 7/B.F.03>MILLER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,004</Year Overlaid - B.W.02><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>253</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68.42</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.16502</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.16502 42.32)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,310.26</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,589,801</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.41</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1275"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,196</Structure Number - Item 8/B.ID.01><Structure Name>63172-S04-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PONTIAC ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.0 MI N OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,989</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,989</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>129.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>101.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.67</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24134</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24134 42.67)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,226.62</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>96.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>20.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1276"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,989</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HURON RIVER DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SILVER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>ROCKWOOD      E/STREICHER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,981</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,981</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>25.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.07</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23407</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23407 42.07)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,292.41</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>45.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,009</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.95</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1277"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,166</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>10 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLAIRE DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WEST OF NORTHWESTERN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,982</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.247925</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.247925 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,560</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>633,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.48</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1278"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,650</Structure Number - Item 8/B.ID.01><Structure Name>82191-S08</Structure Name><Facility Carried - Item 7/B.F.03>KING RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N LTS OF WOODHAVEN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,006</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>221.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.15</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24224</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24224 42.15)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,479.36</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,206</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1279"><Owner - Item 21 + 22/B.CL.01 + 02>Auburn Hills</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,217</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SQUIRREL RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET M59 AND AUBURN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,001</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>32.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22002</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22002 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,108.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,414,558</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1280"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,763</Structure Number - Item 8/B.ID.01><Structure Name>82195-S04</Structure Name><Facility Carried - Item 7/B.F.03>ROSA PARKS EXT RMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 N COLLECTOR-DIST RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>124.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.071014</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.071014 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,340.98</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,635</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1281"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,160</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BENSTEIN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTH OF OAKLEY PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,008</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.5042</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.5042 42.57)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,440</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>629,509</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.53</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1282"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,837</Structure Number - Item 8/B.ID.01><Structure Name>63043-R02</Structure Name><Facility Carried - Item 7/B.F.03>M-59 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER TRAIL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.5 MI E OF I-75</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>3 Pedestrian-bicycle</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,010</Year Overlaid - B.W.02><Year Painted - B.W.02>2,010</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>201.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18934</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18934 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,708.53</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>65.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>648,906</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>26.37</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1283"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,271</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HORSE MILL ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>THOROFARE CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GROSSE ILE     E/MERIDIAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,937</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,000</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>82</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.16</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14811</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14811 42.16)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,755.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,692,003</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.63</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1284"><Owner - Item 21 + 22/B.CL.01 + 02>Southfield</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,297</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ELEVEN MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RIVER ROUGE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>E OF TELEGRAPH RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>103.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>53.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27653</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27653 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,562.48</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>41</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,400,088</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.74</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1285"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,198</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CHEVRON ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DUCK LAKE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTH OF LUDEAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.597626</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.597626 42.68)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>613.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>648,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.71</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1286"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,115</Structure Number - Item 8/B.ID.01><Structure Name>82022-S05</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLEBELT RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.2 MI W OF TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,993</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>145.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>109.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.24</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.32793</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.32793 42.24)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,019.82</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>103.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1287"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,099</Structure Number - Item 8/B.ID.01><Structure Name>82021-S01</Structure Name><Facility Carried - Item 7/B.F.03>BELLEVILLE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3.0 MI E OF WASHTENAW COL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,011</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>260</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>105.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.48516</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.48516 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>27,534</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>86.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,580</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.9</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1288"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,776</Structure Number - Item 8/B.ID.01><Structure Name>82195-S19</Structure Name><Facility Carried - Item 7/B.F.03>M-5 GRAND RIV AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>180.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>99.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05913</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05913 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,975.91</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>71.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.99</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1289"><Owner - Item 21 + 22/B.CL.01 + 02>Southfield</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,086</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BRIDGE STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N OF 8 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,001</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>206</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28426</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28426 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,747.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>685,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1290"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,791</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>34 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST POND CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BETW/ FISHER &amp; CAMPGROUND</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>20.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.83</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07002</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07002 42.83)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>487.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06 xsi:nil="true" /><LRS Route ID Item 13/B.H.06>821,608</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.55</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1291"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,675</Structure Number - Item 8/B.ID.01><Structure Name>82192-B02-6</Structure Name><Facility Carried - Item 7/B.F.03>M-39 SB SERV RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,020</Year Overlaid - B.W.02><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>340</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21461</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21461 42.31)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,430</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,505</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1292"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,188</Structure Number - Item 8/B.ID.01><Structure Name>82023-S20</Structure Name><Facility Carried - Item 7/B.F.03>ROSA PARKS BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,999</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>120.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>58.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08511</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08511 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,019.68</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>43.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,504</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.72</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1293"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,525</Structure Number - Item 8/B.ID.01><Structure Name>82122-S37</Structure Name><Facility Carried - Item 7/B.F.03>LFT TRN E OF LEVAN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,014</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>176</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.40073</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.40073 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,646.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,804,003</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1294"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,920</Structure Number - Item 8/B.ID.01><Structure Name>63102-S04</Structure Name><Facility Carried - Item 7/B.F.03>11 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI EAST OF LASHER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>368.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.25258</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.25258 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,730.68</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>31.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,410,282</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1295"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,277</Structure Number - Item 8/B.ID.01><Structure Name>82052-B02-1</Structure Name><Facility Carried - Item 7/B.F.03>US-24 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SEXTON KILFOIL DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>28.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26895</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26895 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,819.69</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,038</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.54</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1296"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,079</Structure Number - Item 8/B.ID.01><Structure Name>63174-S15-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SQUARE LAKE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TROY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,017</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>147.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20543</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20543 42.61)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,915.02</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>15.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1297"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,577</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GRACECHURCH LANE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SALT SLANG GLOEDE DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI N OF 22 MI RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>21</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.66</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.96558</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.96558 42.66)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>600.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,211,416</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1298"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,868</Structure Number - Item 8/B.ID.01><Structure Name>82252-S33</Structure Name><Facility Carried - Item 7/B.F.03>DAVISON RAMP(M-8)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT OVER I-75 RAMP</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>7 3d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,003</Year Overlaid - B.W.02><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>6</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>658.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>6</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07957</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07957 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,569.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1299"><Owner - Item 21 + 22/B.CL.01 + 02>Other Local Agencies</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,375</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DINGELL RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANK AND POET DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>875 FT N OF EUREKA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,991</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>21.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>128.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.19</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.36368</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.36368 42.19)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,810.02</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>132</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,337</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1300"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,922</Structure Number - Item 8/B.ID.01><Structure Name>63102-S06</Structure Name><Facility Carried - Item 7/B.F.03>SANTA BARBARA</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LATHRUP VILLAGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>154.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23158</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23158 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,337.62</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>655,504</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1301"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,953</Structure Number - Item 8/B.ID.01><Structure Name>82292-S15</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-153 (FORD RD)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>5 MI W OF GARDEN CITY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,995</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>180</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44305</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44305 42.32)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,610</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>61.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>17.33</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1302"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,446</Structure Number - Item 8/B.ID.01><Structure Name>82112-S21</Structure Name><Facility Carried - Item 7/B.F.03>LIVERNOIS AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,955</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>122.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>123.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.140335</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.140335 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,104.32</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>94</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>5,490,612</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1303"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,077</Structure Number - Item 8/B.ID.01><Structure Name>50061-S04</Structure Name><Facility Carried - Item 7/B.F.03>MEREDITH DR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,008</Year Overlaid - B.W.02><Year Painted - B.W.02>2,008</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>187.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05922</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05922 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,200</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>805,502</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1304"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,316</Structure Number - Item 8/B.ID.01><Structure Name>82194-S33</Structure Name><Facility Carried - Item 7/B.F.03>WB -96 RMP FRM TP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NB I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AMBASSADOR GATEWAY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,007</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>503.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.082184</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.082184 42.32)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,860.25</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,921</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1305"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,663</Structure Number - Item 8/B.ID.01><Structure Name>82191-S21-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TOLEDO-DIX HWY &amp; RAMP C&amp;</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>10</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>830</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>10</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.24</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19427</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19427 42.24)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>52,954</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1306"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,734</Structure Number - Item 8/B.ID.01><Structure Name>82194-S06</Structure Name><Facility Carried - Item 7/B.F.03>I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FORT ST</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,018</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,018</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>10</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>821.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>132</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>10</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.12338</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.12338 42.3)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>108,464.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>125.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>18.45</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1307"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,334</Structure Number - Item 8/B.ID.01><Structure Name>82081-S02</Structure Name><Facility Carried - Item 7/B.F.03>MILLER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-153</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,940</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,983</Year Overlaid - B.W.02><Year Painted - B.W.02>1,940</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>111.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.16645</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.16645 42.33)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,032.46</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,589,801</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1308"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,845</Structure Number - Item 8/B.ID.01><Structure Name>82252-S05</Structure Name><Facility Carried - Item 7/B.F.03>HOLBROOK AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,007</Year Overlaid - B.W.02><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>156</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>100.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06809</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06809 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,740.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>75</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,801</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.72</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1309"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,561</Structure Number - Item 8/B.ID.01><Structure Name>82123-S13</Structure Name><Facility Carried - Item 7/B.F.03>FULLERTON AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 (JEFFRIES FRWY)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,992</Year Overlaid - B.W.02><Year Painted - B.W.02>1,992</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>330.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>61.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>12</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18851</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18851 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>20,416.53</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,521</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.46</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1310"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,959</Structure Number - Item 8/B.ID.01><Structure Name>63174-S42</Structure Name><Facility Carried - Item 7/B.F.03>SB I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NORTH TO WEST RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SQUARE LAKE INTERCHANGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,017</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>143</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>75.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2335</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2335 42.61)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,767.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>72</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>16.58</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1311"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,906</Structure Number - Item 8/B.ID.01><Structure Name>82291-S10</Structure Name><Facility Carried - Item 7/B.F.03>W HURON RIVER DR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROMULUS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>401.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.409676</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.409676 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>26,679.52</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,582</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1312"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,150</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MERRIMAN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WAYNE/WESTLANDN/MICHIGAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,929</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>105</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.29</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.34891</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.34891 42.29)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,237</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>45.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,000</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1313"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,064</Structure Number - Item 8/B.ID.01><Structure Name>63174-S06-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-150 (ROCHESTER RD)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TROY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,019</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>188.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>87.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.12954</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.12954 42.56)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,467.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>82.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.61</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1314"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,076</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>FIVE MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BELL CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>REDFORD         E/INKSTER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,925</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,935</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>81</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.30888</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.30888 42.4)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,860</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,579,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1315"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,840</Structure Number - Item 8/B.ID.01><Structure Name>82252-R11</Structure Name><Facility Carried - Item 7/B.F.03>DAVISON TO I-75 RP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GTWRR,I-75&amp;DAVISON(M-8)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>7 3d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>4 Highway-railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,021</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>9</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,070.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>9</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07975</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07975 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>32,983.72</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,598,504</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1316"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,004</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>VAN HORN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANK &amp; POET DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>TRENTON            W/FORT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,982</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>74.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>75.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.13</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20319</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20319 42.13)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,647.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,101</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.6</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1317"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,038</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>EDGEORGE STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.25 MI S OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,956</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>22.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.65</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.396385</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.396385 42.65)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>585</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>22.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>697,302</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>K</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>2</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1318"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,181</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>AVON ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET LIVERNOIS AND ROCHEST</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,012</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>67.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>88.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.67</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15287</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15287 42.67)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,975.84</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>605,102</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1319"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,530</Structure Number - Item 8/B.ID.01><Structure Name>82122-S42</Structure Name><Facility Carried - Item 7/B.F.03>NEWBURGH E LFT TRN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>176</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>23.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.40942</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.40942 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,171.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>18</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,804,008</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-01-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1320"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,254</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>RIDGE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FELLOWS CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON             N/FORD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,978</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,020</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06>19 Culvert</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.5274</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.5274 42.33)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>594</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,602</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1321"><Owner - Item 21 + 22/B.CL.01 + 02>Romulus</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,663</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>VINING ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NORFOLK &amp; WESTERN RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF ROMULUS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,996</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>165</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.370224</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.370224 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,748</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>68</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,341</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-01T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1322"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,829</Structure Number - Item 8/B.ID.01><Structure Name>82251-S28</Structure Name><Facility Carried - Item 7/B.F.03>I-75 S-W RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NORTH SERVICE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,995</Year Overlaid - B.W.02><Year Painted - B.W.02>1,964</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>152.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06050556</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06050556 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,607.58</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,662</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.43</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1323"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,118</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NORTHVILLE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTHVILE    N/SEVEN MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,928</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,981</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>32.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.43</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.47603</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.47603 42.43)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,840.08</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,680,704</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.87</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1324"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,880</Structure Number - Item 8/B.ID.01><Structure Name>82271-R01-2</Structure Name><Facility Carried - Item 7/B.F.03>US-24-I-75 CONN SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CONRAIL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>181.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.19</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.254105</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.254105 42.19)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,876.27</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,578,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.7</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>18</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1325"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,850</Structure Number - Item 8/B.ID.01><Structure Name>82252-S10</Structure Name><Facility Carried - Item 7/B.F.03>M-102 8 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT OVER I-75 SERV</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,980</Year Overlaid - B.W.02><Year Painted - B.W.02>1,988</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>11</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,069.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>92.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>11</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>14</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.094345</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.094345 42.45)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>98,831.04</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>82</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,817,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1326"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,232</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ARMADA RIDGE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HIGHBANK CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI E OF CRYDERMAN RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,950</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.84</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.83483</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.83483 42.84)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>794.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>817,602</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.54</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>4</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1327"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,890</Structure Number - Item 8/B.ID.01><Structure Name>63081-S16</Structure Name><Facility Carried - Item 7/B.F.03>LEFT TURN STRUCT</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>110.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>22.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21303</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21303 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,499.27</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,409,126</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1328"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,708</Structure Number - Item 8/B.ID.01><Structure Name>82193-S05</Structure Name><Facility Carried - Item 7/B.F.03>6 MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>108.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>134.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21871</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21871 42.42)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,614.95</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>114</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,680,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>16.98</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1329"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,944</Structure Number - Item 8/B.ID.01><Structure Name>63102-S31</Structure Name><Facility Carried - Item 7/B.F.03>CAMPBELL AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROYAL OAK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,983</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>180.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>129.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.123764</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.123764 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>23,485.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>125.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>652,509</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1330"><Owner - Item 21 + 22/B.CL.01 + 02>Milford</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,241</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MAIN ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN MILFORD S OF CANAL ST</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,989</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.60043</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.60043 42.59)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>717.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>660,502</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.73</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1331"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,282</Structure Number - Item 8/B.ID.01><Structure Name>82052-C01</Structure Name><Facility Carried - Item 7/B.F.03>US-24 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANK &amp; POET DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.3 MI SW OF ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,024</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>32</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.2</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.267845</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.267845 42.2)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,145.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,038</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.58</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>9</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1332"><Owner - Item 21 + 22/B.CL.01 + 02>Southfield</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,305</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BRIDGE STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RIVER ROUGE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N OF 8 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>207</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.285194</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.285194 42.44)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,775.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>685,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1333"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,656</Structure Number - Item 8/B.ID.01><Structure Name>82191-S14-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EUREKA RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR OVER EUREKA RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,019</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,019</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>229.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>81.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.2</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23916</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23916 42.2)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,682.74</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>78</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1334"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,011</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WEST ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BLAKELY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WOODHAVEN         E/ALLEN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,934</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,960</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>84</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.14</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21893</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21893 42.14)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,839.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>71.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,210</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.42</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1335"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,356</Structure Number - Item 8/B.ID.01><Structure Name>82102-S03</Structure Name><Facility Carried - Item 7/B.F.03>N TERRITORIAL RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-14</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.5 MI W OF PLYMOUTH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>361.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.5343</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.5343 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,496.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,673,609</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.7</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1336"><Owner - Item 21 + 22/B.CL.01 + 02>Pontiac</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,265</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PADDOCK ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1/4 MI E M-59 &amp; I-75 BL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,954</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28221</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28221 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,740.96</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>624,209</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1337"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,069</Structure Number - Item 8/B.ID.01><Structure Name>63174-S09-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BIG BEAVER RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TROY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,020</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>230</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>80.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15835</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15835 42.56)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,423</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>76.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1338"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,200</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WB METRO PARKWAY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER SPILLWAY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.02 MI E OF UNION LAKE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,964</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>303.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.86191</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.86191 42.57)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,855.82</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>45.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>801,202</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.56</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1339"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,426</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>KORTE AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FOX CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BETWEEN ALTER AND ASHLAND</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>38</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.93311</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.93311 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>984.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,714,506</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.66</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1340"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,149</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>OPDYKE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET AUBURN AND M59FREEWAY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,018</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>62</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>84.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24958</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24958 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,226.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>616,205</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.41</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1341"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,045</Structure Number - Item 8/B.ID.01><Structure Name>50021-S02</Structure Name><Facility Carried - Item 7/B.F.03>MERRILL RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-59</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN UTICA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>130</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.047134</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.047134 42.62)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,772</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>813,809</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.59</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1342"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,020</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>VAN DYKE(OLD M-53)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST POND CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.6 MI N OF ROMEO</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,926</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,971</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,971</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.82</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.01995</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.01995 42.82)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,333.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,310</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1343"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,249</Structure Number - Item 8/B.ID.01><Structure Name>82025-S05</Structure Name><Facility Carried - Item 7/B.F.03>NB CONNER AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,958</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>170.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>57.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.98759</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.98759 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,758.39</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,588,005</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.42</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1344"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,937</Structure Number - Item 8/B.ID.01><Structure Name>63102-S24</Structure Name><Facility Carried - Item 7/B.F.03>I-696 WB SER</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-1 (WOODWARD AVE)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT I-696 &amp; WOODWARD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>124.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>114.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.145706</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.145706 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,281.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>96.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>644,205</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1345"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,035</Structure Number - Item 8/B.ID.01><Structure Name>63173-S05</Structure Name><Facility Carried - Item 7/B.F.03>RATTALEE LAKE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.8 MI NW OF M-10</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,023</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,023</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>281.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>32.42</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.77</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.52379</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.52379 42.77)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,135.96</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>649,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.82</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-01T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1346"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,429</Structure Number - Item 8/B.ID.01><Structure Name>82112-S04</Structure Name><Facility Carried - Item 7/B.F.03>SEWARD AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,954</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>143.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08496</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08496 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,253.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,618</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.26</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1347"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,403</Structure Number - Item 8/B.ID.01><Structure Name>82194-S34-2</Structure Name><Facility Carried - Item 7/B.F.03>PLAZA TO I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NB&amp;SB RMPS TO VERNOR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AMBASSADOR GATEWAY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,007</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>201.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08152778</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08152778 42.32)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,337.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,923</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1348"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,821</Structure Number - Item 8/B.ID.01><Structure Name>82251-S20</Structure Name><Facility Carried - Item 7/B.F.03>FERRY AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 &amp; TURN RDWY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,999</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,985</Year Overlaid - B.W.02><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>240</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>67.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05619</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05619 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,296</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,703</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.6</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1349"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,957</Structure Number - Item 8/B.ID.01><Structure Name>63102-S46</Structure Name><Facility Carried - Item 7/B.F.03>I-696 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-1 WOODWARD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT I-696 &amp; WOODWARD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>122</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>76.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14527</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14527 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,284.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>71.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,903,903</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.86</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1350"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,099</Structure Number - Item 8/B.ID.01><Structure Name>50061-S33</Structure Name><Facility Carried - Item 7/B.F.03>RAMPS E&amp;F</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MOUND &amp;SER.RDS OV I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>7 3d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,008</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>7</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>622.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>88.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>7</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>17</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04508</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04508 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>54,869.22</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>85</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,740,507</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1351"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,298</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>COON CREEK ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>100 FT N OF ARMADA RIDGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,023</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.82</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.93181</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.93181 42.82)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>672</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>820,001</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1352"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,142</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WAYNE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WAYNE          N/MICHIGAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,983</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,983</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>98.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>75.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.38355</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.38355 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,419.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>55.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,719,470</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.64</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1353"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,032</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HURON RIVER DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>VAN BUREN   W/HAGGERTY(N)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,960</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,020</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,021</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>221.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.08</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.21</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43451</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43451 42.21)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,446.14</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,582</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.82</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1354"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,091</Structure Number - Item 8/B.ID.01><Structure Name>63174-S22</Structure Name><Facility Carried - Item 7/B.F.03>MYERS RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN HAZEL PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,020</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>190.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09545</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09545 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,134.35</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>607,808</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.73</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1355"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,831</Structure Number - Item 8/B.ID.01><Structure Name>63043-B03</Structure Name><Facility Carried - Item 7/B.F.03>M-59 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.2 MI E OF I-75</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,999</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,999</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>57.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>88.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.214005</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.214005 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,041.93</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>85</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>648,906</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>25.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1356"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,799</Structure Number - Item 8/B.ID.01><Structure Name>63022-S03</Structure Name><Facility Carried - Item 7/B.F.03>SOUTH HILL RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.0 MI E OF LIVINGSTON CO</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,999</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>240</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.51</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.59612</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.59612 42.51)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,920</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>656,805</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1357"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,379</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>30 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI EAST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>32</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.78</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.88014</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.88014 42.78)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,260.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>5,500,978</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.69</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1358"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,169</Structure Number - Item 8/B.ID.01><Structure Name>82023-S01</Structure Name><Facility Carried - Item 7/B.F.03>WEIR RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,950</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,994</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>211.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.154274</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.154274 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,751.96</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,432</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1359"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,209</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JEFFERSON AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>ECRS&amp;WYDOTTES/SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,931</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,994</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,994</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>124</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>75.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.24</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.148476</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.148476 42.24)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,399.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>61.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,302,169</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.28</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1360"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,105</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BECK ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON           N/GEDDES</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.50547</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.50547 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,680</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,603</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1361"><Owner - Item 21 + 22/B.CL.01 + 02>Dearborn Height</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,334</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>KINGSTON AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN HEIGHTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,991</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>31.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.228745</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.228745 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>810.67</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,646,804</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1362"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,788</Structure Number - Item 8/B.ID.01><Structure Name>82211-B02-2</Structure Name><Facility Carried - Item 7/B.F.03>M-85 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANK &amp; POET DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TRENTON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,958</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,016</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>55</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.13</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20396</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20396 42.13)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,530</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.76</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1363"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,327</Structure Number - Item 8/B.ID.01><Structure Name>82081-B01</Structure Name><Facility Carried - Item 7/B.F.03>M-153</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FELLOWS CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3.3 MI E OF WASHTENAW COL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,006</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>46</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>103.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.48397</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.48397 42.32)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,761</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>80</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1364"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,142</Structure Number - Item 8/B.ID.01><Structure Name>82022-S36</Structure Name><Facility Carried - Item 7/B.F.03>WYOMING AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W LTS OF DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,949</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,995</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,995</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>183.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>87.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15668</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15668 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,111.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,472</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1365"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,321</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SEAWAY DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CANAL TO SEAWAY ISLAND</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST END OF SEAWAY DRIVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.8141</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.8141 42.57)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,281.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>830,703</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1366"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,192</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>15 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SWEENEY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3MI EAST OF GARFIELD RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>20</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.944534</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.944534 42.55)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,200</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.34</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1367"><Owner - Item 21 + 22/B.CL.01 + 02>Dearborn Height</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,612</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CAMPBELL AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN HEIGHTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,993</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24474</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24474 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>779.59</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,646,601</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1368"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,175</Structure Number - Item 8/B.ID.01><Structure Name>50111-S30</Structure Name><Facility Carried - Item 7/B.F.03>21 MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.1 MI NE OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,960</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,006</Year Overlaid - B.W.02><Year Painted - B.W.02>1,987</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>244.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>76.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.65</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.84032</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.84032 42.65)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,802.05</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>71.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>817,708</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1369"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,011</Structure Number - Item 8/B.ID.01><Structure Name>63172-S08-4</Structure Name><Facility Carried - Item 7/B.F.03>I-75 CONN WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-24</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ M-24(I-75 CONN TO I-75</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,994</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>183</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.69</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24171</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24171 42.69)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,386.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,849,509</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.32</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1370"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,981</Structure Number - Item 8/B.ID.01><Structure Name>63111-R01</Structure Name><Facility Carried - Item 7/B.F.03>I-75 BL SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GTW RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S LTS OF PONTIAC</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,000</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>94.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.25261</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.25261 42.6)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,432.11</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>625,912</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.44</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1371"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,518</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NEWBURGH ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN CITY OF WAYNE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,006</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>92</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.40694</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.40694 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,590.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,394</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1372"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,923</Structure Number - Item 8/B.ID.01><Structure Name>82292-B06</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FELLOWS CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.0 MI NW OF WAYNE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,012</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,012</Year Overlaid - B.W.02><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>105.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44238</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44238 42.31)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,983.35</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>16.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1373"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,266</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LILLEY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON         N/MICHIGAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,019</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>110</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.08</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4565</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4565 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,178.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,390</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1374"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,238</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MOUND RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BEAR CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI N OF 11 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>106.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>10</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04602</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04602 42.5)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,902.24</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>799,110</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1375"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,291</Structure Number - Item 8/B.ID.01><Structure Name>82053-B03-2</Structure Name><Facility Carried - Item 7/B.F.03>US-24 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.1 MI S OF M-5</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,960</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>124</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27662</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27662 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,114</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,806</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1376"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,689</Structure Number - Item 8/B.ID.01><Structure Name>82192-S11</Structure Name><Facility Carried - Item 7/B.F.03>TIREMAN AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,005</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>128</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21626</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21626 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,232</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,594,805</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.57</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1377"><Owner - Item 21 + 22/B.CL.01 + 02>Rochester</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,273</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LUDLOW ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WEST OF ROCHESTER RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,990</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.69</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14276</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14276 42.69)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,456</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>678,903</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.43</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1378"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,134</Structure Number - Item 8/B.ID.01><Structure Name>50092-B01</Structure Name><Facility Carried - Item 7/B.F.03>M-19</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>S BR SALT RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.5 MI W OF I-94</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.72</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.79356</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.79356 42.72)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,404.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>832,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.45</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1379"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,015</Structure Number - Item 8/B.ID.01><Structure Name>50015-S03</Structure Name><Facility Carried - Item 7/B.F.03>28 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-53</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WASHINGTON SEC TWP 22-27</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>327.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.74</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02145</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02145 42.74)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,242.86</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>43.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,920</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.8</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>19</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1380"><Owner - Item 21 + 22/B.CL.01 + 02>Bloomfield Hill</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,438</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BLMFLD HILLS PKWY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER TRIB /S CULV</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN BLOOMFIELD HILLS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>59.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>9 Aluminum, WI, CI</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.58</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.241196</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.241196 42.58)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,427.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>41</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,890,603</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1381"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,598</Structure Number - Item 8/B.ID.01><Structure Name>82123-S50</Structure Name><Facility Carried - Item 7/B.F.03>SCOTTEN AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,992</Year Overlaid - B.W.02><Year Painted - B.W.02>1,992</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>176.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.112114</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.112114 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,688.69</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,901</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.66</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1382"><Owner - Item 21 + 22/B.CL.01 + 02>Gibraltar</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,993</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>S GIBRALTAR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BLAKELY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GIBRALTAR     E/JEFFERSON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,992</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,995</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.09</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2057</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2057 42.09)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>951.39</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,692,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1383"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,756</Structure Number - Item 8/B.ID.01><Structure Name>82194-S27</Structure Name><Facility Carried - Item 7/B.F.03>RMP I-96E TO I-75N</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 WB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>168.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08722</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08722 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,253.73</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,590,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.22</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1384"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,005</Structure Number - Item 8/B.ID.01><Structure Name>50011-B02</Structure Name><Facility Carried - Item 7/B.F.03>M-53</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RED RUN DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,995</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>108</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>119</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.53</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02905</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02905 42.53)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,852</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>104</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>799,108</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.34</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1385"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,646</Structure Number - Item 8/B.ID.01><Structure Name>82191-S05</Structure Name><Facility Carried - Item 7/B.F.03>VREELAND RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S LTS OF WOODHAVEN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>185</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.11</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24138</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24138 42.11)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,140</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.24</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1386"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,843</Structure Number - Item 8/B.ID.01><Structure Name>63043-S06</Structure Name><Facility Carried - Item 7/B.F.03>CROOKS RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-59</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3.4 MI E OF I-75</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,011</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>216.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>85.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.17084</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.17084 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,489.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>659,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1387"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,140</Structure Number - Item 8/B.ID.01><Structure Name>50111-B02</Structure Name><Facility Carried - Item 7/B.F.03>I-94 RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER SPILLWAY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.0 MI SE OF MT CLEMENS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,984</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>276</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.8589</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.8589 42.57)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,018.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,205,735</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1388"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,331</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DEQUINDRE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>STONY CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ 33 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.82</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0998</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0998 42.82)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>572</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>667,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.65</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>3</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1389"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,260</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DENTON ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON          N/PROCTOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.52576</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.52576 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,360</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,599,103</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.44</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1390"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,831</Structure Number - Item 8/B.ID.01><Structure Name>63043-S03-2</Structure Name><Facility Carried - Item 7/B.F.03>SQUIRREL RD SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-59</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>PONTIAC TWP SEC 25</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,999</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,022</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>359</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.220024</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.220024 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>23,119.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,414,559</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.64</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1391"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,810</Structure Number - Item 8/B.ID.01><Structure Name>82251-S07-6</Structure Name><Facility Carried - Item 7/B.F.03>BRUSH ST ENTR RMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 SB TO EB RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>I-75 &amp; I-375 INTERCHANGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>28.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04608</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04608 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>806.31</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>23.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,591,206</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1392"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,980</Structure Number - Item 8/B.ID.01><Structure Name>63103-S19</Structure Name><Facility Carried - Item 7/B.F.03>I-696 RAMP WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 &amp; RAMPS TO I-75 SB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>I-75 / I-696 INTRCHG</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,007</Year Overlaid - B.W.02><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>316</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11133889</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11133889 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,290.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>22.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,738,902</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1393"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,348</Structure Number - Item 8/B.ID.01><Structure Name>82101-S01</Structure Name><Facility Carried - Item 7/B.F.03>HINES DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>OLD M-14 (ANN ARBOR RD)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,948</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,025</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>89.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>6 Prestr Conc Contin</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.40827</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.40827 42.37)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,706.27</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,689,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.66</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>10</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1394"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,941</Structure Number - Item 8/B.ID.01><Structure Name>82292-R01</Structure Name><Facility Carried - Item 7/B.F.03>I-275 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MDOT RR CORRIDOR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.2 MI.W OF WAYNE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,012</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>155.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44118</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44118 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,665.74</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.55</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1395"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,612</Structure Number - Item 8/B.ID.01><Structure Name>82125-S02</Structure Name><Facility Carried - Item 7/B.F.03>I-96 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EIGHT MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,998</Year Overlaid - B.W.02><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>167</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>81.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43186111</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43186111 42.44)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,643.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>79.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>639,107</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1396"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,069</Structure Number - Item 8/B.ID.01><Structure Name>50051-B01</Structure Name><Facility Carried - Item 7/B.F.03>M-3 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN MT CLEMENS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,011</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>250</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.8835</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.8835 42.59)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,400</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,203</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1397"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,456</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>RIVERSIDE AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANAL AT RIVERSIDE AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,001</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>41</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.932556</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.932556 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,599</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,714,603</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1398"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,125</Structure Number - Item 8/B.ID.01><Structure Name>82022-S15</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MONROE BLVD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR OVER MONROE BLV</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>125</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>87.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.25039</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.25039 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,950</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>84</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>15.78</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1399"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,336</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>31 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST BRANCH COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.05 MI EAST OF OMO ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,005</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>88</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.79</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.857475</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.857475 42.79)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,713.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,408,230</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1400"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,653</Structure Number - Item 8/B.ID.01><Structure Name>50022-B05</Structure Name><Facility Carried - Item 7/B.F.03>M-59 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE BR CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.2 MILES E OF M-53</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,021</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>135</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>67.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.93102</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.93102 42.63)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,153</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>807,801</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>18</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1401"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,305</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CAMP GROUND ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST MILL LAKE OUTLET</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>300 FT NORTH OF 33 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.82</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03949</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03949 42.82)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>708</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>6,800,425</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1402"><Owner - Item 21 + 22/B.CL.01 + 02>Lincoln Park</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,504</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LAFAYETTE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N BR ECORSE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,948</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>32</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.26</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.17221</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.17221 42.26)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,328</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,594,503</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.22</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1403"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,593</Structure Number - Item 8/B.ID.01><Structure Name>82123-S45</Structure Name><Facility Carried - Item 7/B.F.03>I94WB RAMP TO I96E</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>210.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.099815</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.099815 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,570.72</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,402</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1404"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,192</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>TIENKEN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>STONY CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST OF SHELDON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,010</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>52</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1166</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1166 42.7)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,502.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>626,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1405"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,261</Structure Number - Item 8/B.ID.01><Structure Name>82025-S16-1</Structure Name><Facility Carried - Item 7/B.F.03>MOROSS RD NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>163.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>69.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.928444</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.928444 42.42)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,395.95</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,632,608</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.46</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1406"><Owner - Item 21 + 22/B.CL.01 + 02>Dearborn</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,321</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SCHAEFER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER CHANNEL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,981</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,969</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>387.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>86.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.29</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.167305</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.167305 42.29)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>33,471.36</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>68</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,528</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.95</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1407"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,942</Structure Number - Item 8/B.ID.01><Structure Name>63192-S03</Structure Name><Facility Carried - Item 7/B.F.03>I-96 EB, RAMP J</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-5 NB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NOVI TWP SEC 13</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,000</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>339</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44565</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44565 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,000.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,410,616</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1408"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,824</Structure Number - Item 8/B.ID.01><Structure Name>82251-S23</Structure Name><Facility Carried - Item 7/B.F.03>I-94EB-I-75NB RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,985</Year Overlaid - B.W.02><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>307.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.057335</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.057335 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,040.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>16</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1409"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,296</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CLARK ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MOSQUITO DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SUMPTER 200'N/OAKVL-WALTZ</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.09</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.42072</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.42072 42.09)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>823.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,703</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>K</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>4</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1410"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,362</Structure Number - Item 8/B.ID.01><Structure Name>82102-S09</Structure Name><Facility Carried - Item 7/B.F.03>NORTHVILLE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-14</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI W OF PLYMOUTH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,976</Year Overlaid - B.W.02><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>208.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.46555</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.46555 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,315.04</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,679,402</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1411"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,925</Structure Number - Item 8/B.ID.01><Structure Name>63102-S09</Structure Name><Facility Carried - Item 7/B.F.03>SOUTHFIELD U TURN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LATHRUP VILLAGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>130</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.220276</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.220276 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,281</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,413,528</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1412"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,712</Structure Number - Item 8/B.ID.01><Structure Name>82073-S01</Structure Name><Facility Carried - Item 7/B.F.03>M-85 (FORT ST)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PLEASANT ST</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>FORT ST</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,010</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>62.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>106</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14919</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14919 42.28)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,625</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>80</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,047</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.41</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1413"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,780</Structure Number - Item 8/B.ID.01><Structure Name>82195-S25</Structure Name><Facility Carried - Item 7/B.F.03>M-1 WOODWARD AV</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,014</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,014</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>160</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>112.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05281</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05281 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,984</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>83</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,591,001</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.99</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1414"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,843</Structure Number - Item 8/B.ID.01><Structure Name>82252-S03</Structure Name><Facility Carried - Item 7/B.F.03>E GRAND BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,968</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,995</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>152.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>110</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05995</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05995 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,819</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>72</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.56</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1415"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,312</Structure Number - Item 8/B.ID.01><Structure Name>82194-S29</Structure Name><Facility Carried - Item 7/B.F.03>SB I-75 RMP TO TP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 AND I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AMBASSADOR GATEWAY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,007</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>432.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>53.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.081985</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.081985 42.32)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>23,149.45</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,926</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.27</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1416"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,064</Structure Number - Item 8/B.ID.01><Structure Name>50023-S08</Structure Name><Facility Carried - Item 7/B.F.03>M-59 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEQUINDRE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ OAKLAND COUNTY LINE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>159.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09151</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09151 42.63)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,927.98</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>65.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>807,801</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1417"><Owner - Item 21 + 22/B.CL.01 + 02>Allen Park</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,307</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NB M-39 SERVICE DR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NORTH BR. ECORSE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,024</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>36.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22012</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22012 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,746.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,651,008</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1418"><Owner - Item 21 + 22/B.CL.01 + 02>Taylor</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,514</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MORTENVIEW DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SEXTON-KILFOIL DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,999</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.240166</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.240166 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,196</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,656,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.56</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1419"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,209</Structure Number - Item 8/B.ID.01><Structure Name>82024-S02</Structure Name><Facility Carried - Item 7/B.F.03>CASS AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>190.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>82.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07049</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07049 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,756.84</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.6</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1420"><Owner - Item 21 + 22/B.CL.01 + 02>Flat Rock</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,735</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>COMMERCE DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SMITH DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>500' SOUTH OF GIBRALTAR D</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,988</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>52</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>50.21</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05 xsi:nil="true" /><Longitude - Item 17/B.L.06 xsi:nil="true" /><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference /><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,610.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50.21</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,707,152</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1421"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,667</Structure Number - Item 8/B.ID.01><Structure Name>82191-S23-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>204.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.25</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18523</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18523 42.25)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,016.05</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.93</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1422"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,519</Structure Number - Item 8/B.ID.01><Structure Name>82194-S44</Structure Name><Facility Carried - Item 7/B.F.03>RAMP E TO I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RAMP F TO CAMPBELL ST</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>E OF LIVERNOIS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,026</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>121.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05 xsi:nil="true" /><Longitude - Item 17/B.L.06 xsi:nil="true" /><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference /><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,550.72</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>2,000,029</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1423"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,355</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>25 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE BR CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI E OF ROMEO PLANK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,988</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>74.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.95185</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.95185 42.7)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,066.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,211,019</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1424"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,787</Structure Number - Item 8/B.ID.01><Structure Name>50111-S32</Structure Name><Facility Carried - Item 7/B.F.03>M-59 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CHESTERFIELD/HARRISON TWP</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>275.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.25</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.84969</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.84969 42.63)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,036.28</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,205,580</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.54</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1425"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,712</Structure Number - Item 8/B.ID.01><Structure Name>82193-S09</Structure Name><Facility Carried - Item 7/B.F.03>PEMBROKE AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>108.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>67.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.219536</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.219536 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,330.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,584,502</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.42</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1426"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,740</Structure Number - Item 8/B.ID.01><Structure Name>82194-S12</Structure Name><Facility Carried - Item 7/B.F.03>CLARK AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>175.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>116</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09094</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09094 42.31)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>20,381.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,210</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.37</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1427"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,886</Structure Number - Item 8/B.ID.01><Structure Name>63081-S13</Structure Name><Facility Carried - Item 7/B.F.03>10.5 MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,989</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,989</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>172.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>129.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.25115</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.25115 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>22,291.32</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>106</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>684,205</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.72</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1428"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,054</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WARREN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DBN HTS W/ANN ARBR TRAIL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,023</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>87.33</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>80</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.263916</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.263916 42.34)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,986.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,470</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.87</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1429"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,473</Structure Number - Item 8/B.ID.01><Structure Name>82121-B01</Structure Name><Facility Carried - Item 7/B.F.03>M-5 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>102.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26805</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26805 42.42)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,183.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,600,604</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1430"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,064</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PLYMOUTH ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>E N HINES DRIVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>PLYMOUTH TWP   W/HAGGERTY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,934</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,982</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>69.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>53.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>07 Frame- Rigid exc Culv</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4551</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4551 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,760.62</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,680,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.27</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1431"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,881</Structure Number - Item 8/B.ID.01><Structure Name>63081-S09</Structure Name><Facility Carried - Item 7/B.F.03>M-39 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10 RAMP C</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD (RAMP C)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>110.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.221275</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.221275 42.46)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,210.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,003</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1432"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,082</Structure Number - Item 8/B.ID.01><Structure Name>50061-S11-3</Structure Name><Facility Carried - Item 7/B.F.03>11 MI RD EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MND RD &amp;RMPS O I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,977</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>389.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04521</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04521 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>19,456.01</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1433"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,221</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>26 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BRANCH OF KIRKHAM DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.7 MI E OF NEW HAVEN RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,010</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.72</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.75947</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.75947 42.72)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>880</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>816,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>16.92</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1434"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,272</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JEFFERSON AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>VENTRE DE BEUF</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5MI S OF METRO. PARKWAY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,923</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>25 Girder- Thru</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.8211</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.8211 42.57)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>946.56</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>23</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,263</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1435"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,394</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WEBER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BEAVER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>660 FT WEST OF M-19</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>29.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>23</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.88</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.771126</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.771126 42.88)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>687.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>829,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.6</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1436"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,885</Structure Number - Item 8/B.ID.01><Structure Name>82291-B02</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON R &amp; METROPARK PATH</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NEW BOSTON VILLAGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,997</Year Overlaid - B.W.02><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>285</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.14</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.381836</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.381836 42.14)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,102.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1437"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,282</Structure Number - Item 8/B.ID.01><Structure Name>82194-R01</Structure Name><Facility Carried - Item 7/B.F.03>RAMP A &amp; C TO I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NFS RR &amp; US POE SERV DR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT - GHIB</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>4 Highway-railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,026</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>480.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09895</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09895 42.31)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>31,389.71</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>2,000,029</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.94</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1438"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,219</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>26 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SALT RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5MI EAST OF GRATIOT AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>67.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.72</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.78561</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.78561 42.72)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,204.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>816,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>15.59</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1439"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,058</Structure Number - Item 8/B.ID.01><Structure Name>63174-S03-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>12 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN MADISON HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>170</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>76.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11466</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11466 42.5)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,039</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>73.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1440"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,043</Structure Number - Item 8/B.ID.01><Structure Name>50021-B01</Structure Name><Facility Carried - Item 7/B.F.03>M-59</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN UTICA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>90</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>155.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03785</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03785 42.63)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,977</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>149.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>807,710</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.72</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1441"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,861</Structure Number - Item 8/B.ID.01><Structure Name>82252-S25</Structure Name><Facility Carried - Item 7/B.F.03>I-75N RMP WINCHEST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>229.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09474</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09474 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,825.95</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,043</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1442"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,408</Structure Number - Item 8/B.ID.01><Structure Name>82111-S21</Structure Name><Facility Carried - Item 7/B.F.03>M-10 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WB JEFFERSON AVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN CITY OF DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,987</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>82.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05214</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05214 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,538.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,509</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1443"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,544</Structure Number - Item 8/B.ID.01><Structure Name>82123-R05</Structure Name><Facility Carried - Item 7/B.F.03>GREENFIELD RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 &amp; CSX RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>4 Highway-railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,993</Year Overlaid - B.W.02><Year Painted - B.W.02>1,993</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>328.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>103.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>16</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19803</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19803 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>33,944.38</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>81</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,704,392</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1444"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,016</Structure Number - Item 8/B.ID.01><Structure Name>50011-S08</Structure Name><Facility Carried - Item 7/B.F.03>M-53 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>19 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.0 MI S OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>130</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.01346</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.01346 42.61)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,889</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>813,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.73</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>19</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1445"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,381</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LAFAYETTE STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEQUINDRE CUT GREENWAY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W OF ST AUBIN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>3 Pedestrian-bicycle</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,924</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>66.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>114</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03027</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03027 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,535.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>65.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,507</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.68</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1446"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,184</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ALLEN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BROWNSTOWN CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BROWNSTOWN     S/VREELAND</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,020</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>25.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>4 Low Slump Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.1</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22484</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22484 42.1)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,020</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,756</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1447"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,276</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CHURCH ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>THOROFARE CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GROSSE ILE     E/MERIDIAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,939</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>55</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.15</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15232</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15232 42.15)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,519</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,691,707</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.65</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1448"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,052</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ROTUNDA DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SCHAEFER ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DEARBORN           N/I-94</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,932</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,987</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,987</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>94.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.175606</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.175606 42.31)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,873</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,009</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.88</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1449"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,901</Structure Number - Item 8/B.ID.01><Structure Name>82291-S05</Structure Name><Facility Carried - Item 7/B.F.03>SIBLEY RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.7 MI E OF NEW BOSTON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>288</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.17</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.38752</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.38752 42.17)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>22,579.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.76</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1450"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,169</Structure Number - Item 8/B.ID.01><Structure Name>50111-S26</Structure Name><Facility Carried - Item 7/B.F.03>I-94</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>METRO BEACH PKWY RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.0 MI NE OF OLD M-29</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>202</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>142</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.85845</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.85845 42.57)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>28,684</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>135.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1451"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,267</Structure Number - Item 8/B.ID.01><Structure Name>82025-S20-4</Structure Name><Facility Carried - Item 7/B.F.03>M-102 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN HARPER WOODS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>179.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>61.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.91708</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.91708 42.45)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,015.61</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>43.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,702,103</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.93</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1452"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,566</Structure Number - Item 8/B.ID.01><Structure Name>82123-S18</Structure Name><Facility Carried - Item 7/B.F.03>WYOMING AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 (JEFFRIES FRWY)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,005</Year Overlaid - B.W.02><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>303</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>100</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>14</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.158966</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.158966 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>30,300</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>76.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,001</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.8</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1453"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,508</Structure Number - Item 8/B.ID.01><Structure Name>82122-S20</Structure Name><Facility Carried - Item 7/B.F.03>VIRGIL ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>239.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>11</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27111</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27111 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,250.36</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>37</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,580,201</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.44</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1454"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,145</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MIDDLEBELT RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET GRAND RIVER AND 8 MIL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.33656</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.33656 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,089.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>634,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.35</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1455"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,255</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HAYES RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI NORTH OF UTICA RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,989</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>159.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>77.21</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.97104</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.97104 42.57)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,338.16</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,921</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1456"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,356</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>25 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MCBRIDE DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.5 MI E OF ROMEO PLANK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,997</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>20.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.929016</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.929016 42.7)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>496.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,211,019</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.45</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1457"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,118</Structure Number - Item 8/B.ID.01><Structure Name>50062-S05</Structure Name><Facility Carried - Item 7/B.F.03>NIEMAN ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROSEVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,008</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>196</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.93101</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.93101 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,290.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>33</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,739</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1458"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,576</Structure Number - Item 8/B.ID.01><Structure Name>82123-S28</Structure Name><Facility Carried - Item 7/B.F.03>GRAND RIVER AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>306.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>106.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.144966</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.144966 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>32,654.16</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>81</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.98</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1459"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,002</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>VAN HORN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SMITH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BROWNSTOWN      E/ARSENAL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,017</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.12</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28398</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28398 42.12)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>880</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,101</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.44</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1460"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,408</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JEWELL ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>YATES DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI SOUTH OF 27 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>44.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.73</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.01678</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.01678 42.73)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,517.62</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,421</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.82</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1461"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,214</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>26 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PRICE BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.7 MILES EAST OF M-53</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>44.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.72</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.97827</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.97827 42.72)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,930.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>816,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.78</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>4</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1462"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,803</Structure Number - Item 8/B.ID.01><Structure Name>63022-S07</Structure Name><Facility Carried - Item 7/B.F.03>NOVI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN NOVI</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,979</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,008</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>227</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>103.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.47582</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.47582 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>23,585.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>90.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>621,910</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.59</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1463"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,277</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WASHINGTON RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SALT RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MILE WEST OF BAKER RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,024</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>92</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.765656</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.765656 42.7)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,900.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>814,905</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1464"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,223</Structure Number - Item 8/B.ID.01><Structure Name>82024-S16</Structure Name><Facility Carried - Item 7/B.F.03>HARPER AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,958</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,958</Year Overlaid - B.W.02><Year Painted - B.W.02>1,958</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>170.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.031944</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.031944 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,832</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1465"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,113</Structure Number - Item 8/B.ID.01><Structure Name>82022-S04-3</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MERRIMAN RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.9 MI W OF TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,993</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>144.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>121.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.24</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.34148</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.34148 42.24)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,600.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>115.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.55</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1466"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,176</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LONG LAKE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET ADAMS AND COOLIDGE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,984</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>44</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18944</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18944 42.59)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,772</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>58.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>641,102</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1467"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,044</Structure Number - Item 8/B.ID.01><Structure Name>63174-B04-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.6 MI S OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,988</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>44</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2389</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2389 42.63)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,137.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>67.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>17.92</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1468"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,159</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MIDDLE BELT ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>E N HINES &amp; MID ROUGE RV</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WESTLAND  S/ANN ARBOR TRL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>6 Highway-waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,991</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>139.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>07 Frame- Rigid exc Culv</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.331726</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.331726 42.34)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,667.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,403</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>15.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1469"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,126</Structure Number - Item 8/B.ID.01><Structure Name>63191-S12</Structure Name><Facility Carried - Item 7/B.F.03>I-96 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>9 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1 MI W OF FARMINGTON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>90.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>74.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43152</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43152 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,762.96</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>639,202</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.98</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1470"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,900</Structure Number - Item 8/B.ID.01><Structure Name>82191-B09</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SEXTON AND KILFOIL DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,017</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>140</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2088</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2088 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,862</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1471"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,631</Structure Number - Item 8/B.ID.01><Structure Name>82191-C01</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SILVER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI N OF N HURON RI DR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,008</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>45</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>145</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.08</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24711</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24711 42.08)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,525</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>144.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.69</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-07-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1472"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,642</Structure Number - Item 8/B.ID.01><Structure Name>82191-S01-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NORTH HURON RIVER DRIVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROCKWOOD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,008</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>154.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.07</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.25229</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.25229 42.07)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,341.05</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1473"><Owner - Item 21 + 22/B.CL.01 + 02>Rochester</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,272</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>UNIVERSITY ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST OF ROCHESTER RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>50.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.12948</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.12948 42.68)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,423.74</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>678,410</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.96</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1474"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,654</Structure Number - Item 8/B.ID.01><Structure Name>82191-S12</Structure Name><Facility Carried - Item 7/B.F.03>PENNSYLVANIA RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S LTS OF TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,991</Year Overlaid - B.W.02><Year Painted - B.W.02>1,991</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>6</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>350.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>6</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.18</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24326</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24326 42.18)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,348.16</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,307</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.84</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1475"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,087</Structure Number - Item 8/B.ID.01><Structure Name>63174-S20-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>OLD M-59 (AUBURN RD)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI S OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>132.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>98.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23847</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23847 42.63)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,064.07</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>95.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>18.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1476"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,023</Structure Number - Item 8/B.ID.01><Structure Name>63172-S18</Structure Name><Facility Carried - Item 7/B.F.03>I-75 RAMP B</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 RAMP B &amp; I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>I-75 @ CHRYSLER DR.</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,990</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>364</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>1</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>3 Steel</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>82 Pl Girder Comp</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.65</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23822</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23822 42.65)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,176.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>33</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,920,603</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.39</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1477"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,449</Structure Number - Item 8/B.ID.01><Structure Name>82704-B02</Structure Name><Facility Carried - Item 7/B.F.03>SUNSET DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CANOE STREAM</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BELLE ISLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,947</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>44.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>53.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>07 Frame- Rigid exc Culv</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.99683</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.99683 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,415.62</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,633,110</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1478"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,292</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>IRWIN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST BRANCH COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI WEST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,007</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.86</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.88704</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.88704 42.86)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,756</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>819,907</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.96</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1479"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,859</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>FISH CREEK DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FISH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI  W OF SASS RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,999</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.79036</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.79036 42.68)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,056</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,358</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1480"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,756</Structure Number - Item 8/B.ID.01><Structure Name>63201-C03</Structure Name><Facility Carried - Item 7/B.F.03>I-75 BR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT ORCHARD LAKE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>50</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.293</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.293 42.63)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,750</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>641,407</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.82</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1481"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,870</Structure Number - Item 8/B.ID.01><Structure Name>82252-S36</Structure Name><Facility Carried - Item 7/B.F.03>I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RAMP D TO DAVISON(M-8)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT OVER N-W RAMPT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>49.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>149.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08042</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08042 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,465.04</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>143</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.34</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1482"><Owner - Item 21 + 22/B.CL.01 + 02>Keego Harbor</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,238</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WILLOW BEACH ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CHANNEL DOLLAR &amp; CASS LK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF KEEGO HARBOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,984</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.34759</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.34759 42.61)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,120</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>641,206</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>6</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>3</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1483"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,124</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NORTHVILLE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTHVILE T    S/SIX MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,922</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,976</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,995</Year Overlaid - B.W.02><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>64</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.46917</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.46917 42.41)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,968</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,679,402</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.64</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>3</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1484"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,647</Structure Number - Item 8/B.ID.01><Structure Name>82191-S06-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>VAN HORN RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WOODHAVEN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,006</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>160</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.12</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24119</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24119 42.12)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,128</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1485"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,985</Structure Number - Item 8/B.ID.01><Structure Name>63112-B01</Structure Name><Facility Carried - Item 7/B.F.03>M-24</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LAKE ORION</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,988</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>57</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>76.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.78</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24059</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24059 42.78)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,354.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>616,604</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1486"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,155</Structure Number - Item 8/B.ID.01><Structure Name>82022-S52</Structure Name><Facility Carried - Item 7/B.F.03>RAMP H TO SB MERRI</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N BD MERRIMAN ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>I-94 AT MERRIMAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,993</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>97.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.24</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.3423</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.3423 42.24)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,237.18</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,584</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1487"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,010</Structure Number - Item 8/B.ID.01><Structure Name>50011-B07</Structure Name><Facility Carried - Item 7/B.F.03>M-53 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.6 MI S OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,024</Year Overlaid - B.W.02><Year Painted - B.W.02>1,993</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>250</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.020195</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.020195 42.6)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,425</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,210,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1488"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,109</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BELLEVILLE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BELLEVILLE         S/I-94</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,924</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,995</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>177.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>74.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.21</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.49265</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.49265 42.21)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,246.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,580</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1489"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,206</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SILVER BELL</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WEST OF ORION RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,961</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>8 Gravel</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.73</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15856</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15856 42.73)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,324</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>626,102</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.69</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1490"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,310</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PEARL DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SECORD LAKE OUTLET</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI E OF DEQUINDRE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,981</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>25.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>32.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.87</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.098656</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.098656 42.87)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>849.52</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,200,747</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.32</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>3</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1491"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,465</Structure Number - Item 8/B.ID.01><Structure Name>82112-S34-5</Structure Name><Facility Carried - Item 7/B.F.03>M-102 WB SERV RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N LTS OF DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>213.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20326</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20326 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,042.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,879,401</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-01T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1492"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,904</Structure Number - Item 8/B.ID.01><Structure Name>63101-S08</Structure Name><Facility Carried - Item 7/B.F.03>MIDDLEBELT RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>5.7 MI E OF I-96</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,961</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>236.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.338776</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.338776 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,716.04</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>634,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.53</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1493"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,485</Structure Number - Item 8/B.ID.01><Structure Name>82122-R01</Structure Name><Facility Carried - Item 7/B.F.03>EVERGREEN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 &amp; CSX RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>4 Highway-railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,016</Year Overlaid - B.W.02><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>19</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,346.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>92.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>19</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>12</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2365</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2365 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>124,379.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,596,908</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.85</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1494"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,840</Structure Number - Item 8/B.ID.01><Structure Name>63043-S03-1</Structure Name><Facility Carried - Item 7/B.F.03>SQUIRREL RD NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-59</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>PONTIAC TWP SEC 25</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,999</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,022</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>259.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21964</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21964 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,302.32</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>51.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,414,558</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.64</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1495"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,312</Structure Number - Item 8/B.ID.01><Structure Name>82062-S01-4</Structure Name><Facility Carried - Item 7/B.F.03>US-12 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>US-24</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN OVER US-24</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,937</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,983</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,983</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>95.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.271645</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.271645 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,997.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>54.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,565</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.68</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>8</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1496"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,438</Structure Number - Item 8/B.ID.01><Structure Name>82112-S13</Structure Name><Facility Carried - Item 7/B.F.03>M-10 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-8 DAVISON</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,956</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,987</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,990</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>8</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>301.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>8</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.109695</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.109695 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>21,956.48</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>69</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1497"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,332</Structure Number - Item 8/B.ID.01><Structure Name>82081-R03</Structure Name><Facility Carried - Item 7/B.F.03>M-153</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1M E OF I-275 IN WESTLAND</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,982</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,010</Year Overlaid - B.W.02><Year Painted - B.W.02>1,982</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>13</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,141.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>10</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>5 Prestressed Concrete</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>32 Multi Str Comp</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4246</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4246 42.32)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>82,073.85</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>68</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.22</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1498"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,258</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SHELDON ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FELLOWS CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON             S/FORD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,979</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.47802</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.47802 42.32)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>998.82</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,201</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-01T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1499"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,029</Structure Number - Item 8/B.ID.01><Structure Name>50013-S03</Structure Name><Facility Carried - Item 7/B.F.03>26 MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-53</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>6.2 MI N OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,009</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>209</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.71</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.025986</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.025986 42.71)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,379.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>816,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.32</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>19</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1500"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,457</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>RIVERSIDE AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FOX CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT END OF ALTER ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,991</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>64</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.930016</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.930016 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,688</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,714,603</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.28</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1501"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,299</Structure Number - Item 8/B.ID.01><Structure Name>82061-B01</Structure Name><Facility Carried - Item 7/B.F.03>US-12 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>APPLE RUN DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.3 MI E OF WASHTENAW COL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.50274</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.50274 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,587</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>51.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,600,206</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1502"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,822</Structure Number - Item 8/B.ID.01><Structure Name>82251-S21</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB ENT RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 RAMP TO I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,961</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,988</Year Overlaid - B.W.02><Year Painted - B.W.02>1,988</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>171.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06141</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06141 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,650.36</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>18.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,575</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1503"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,213</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PARKE LANE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>THOROFARE CH(GROSSE ILE)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GROSSE ILETWP S/BRIDGE ST</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,930</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,002</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>96</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>51.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.17</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.143745</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.143745 42.17)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,944</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,691,807</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.6</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>K</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1504"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,302</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>STREICHER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SILVER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BROWNSTOWN S/HURON RIV DR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,936</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.06</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2305</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2305 42.06)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>724.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,709,607</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.26</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>K</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1505"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,573</Structure Number - Item 8/B.ID.01><Structure Name>82123-S25-4</Structure Name><Facility Carried - Item 7/B.F.03>OAKMAN BLVD WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 (JEFFRIES FRWY)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>233</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>50.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14612</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14612 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,859.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>37.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,701,478</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.93</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1506"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,295</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PRATT ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST BRANCH COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI WEST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>23</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.89</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.890625</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.890625 42.89)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>529</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>819,909</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.54</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>4</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1507"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,812</Structure Number - Item 8/B.ID.01><Structure Name>82251-S11</Structure Name><Facility Carried - Item 7/B.F.03>I-375 N W TURN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 &amp; RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,989</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>8</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>511.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>6</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>3 Steel</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>32 Multi Str Comp</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04398</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04398 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,901.43</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1508"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,528</Structure Number - Item 8/B.ID.01><Structure Name>82122-S40</Structure Name><Facility Carried - Item 7/B.F.03>WAYNE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>176</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.38827</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.38827 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,588.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,301</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1509"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,827</Structure Number - Item 8/B.ID.01><Structure Name>82251-S26</Structure Name><Facility Carried - Item 7/B.F.03>I-75NB&amp;I-94EB RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RUSSELL ST CONN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>9</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>585.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>52 Pl Girder Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>6</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>3 Steel</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>32 Multi Str Comp</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05674</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05674 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,151.52</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>23.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,723</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.48</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1510"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,104</Structure Number - Item 8/B.ID.01><Structure Name>63043-S14-1</Structure Name><Facility Carried - Item 7/B.F.03>NB ADAMS RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-59</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>ROCHESTER HILLS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>304</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.65</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1931</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1931 42.65)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,939.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,415,861</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1511"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,813</Structure Number - Item 8/B.ID.01><Structure Name>63031-B03</Structure Name><Facility Carried - Item 7/B.F.03>US-24 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,999</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,999</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>119</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>58.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28487</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28487 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,949.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>55.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,009</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.42</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1512"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,752</Structure Number - Item 8/B.ID.01><Structure Name>82194-S23</Structure Name><Facility Carried - Item 7/B.F.03>W GRAND BLVD NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>205.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08428</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08428 42.32)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,027.33</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.28</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1513"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,354</Structure Number - Item 8/B.ID.01><Structure Name>82102-S01</Structure Name><Facility Carried - Item 7/B.F.03>HAGGERTY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-14</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.6MI W OF W LTS LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,977</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>254.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>77.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4438</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4438 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>19,831.22</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,689,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.83</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1514"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,974</Structure Number - Item 8/B.ID.01><Structure Name>82293-S10-5</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB COLLECTOR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-14</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI W OF LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>455</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.435844</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.435844 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,608.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,504</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.52</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1515"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,146</Structure Number - Item 8/B.ID.01><Structure Name>50111-R01-4</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SELFRIDGE ANGB SPUR TRK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.3 MI SW OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,006</Year Overlaid - B.W.02><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>165</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.85607</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.85607 42.61)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,058.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>51.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,502</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1516"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,884</Structure Number - Item 8/B.ID.01><Structure Name>63081-S11-2</Structure Name><Facility Carried - Item 7/B.F.03>EVERGREEN RD (SB)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,020</Year Overlaid - B.W.02><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>173.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24044</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24044 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,454.32</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>41.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,416,556</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1517"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,496</Structure Number - Item 8/B.ID.01><Structure Name>82122-S10</Structure Name><Facility Carried - Item 7/B.F.03>WARNER COURT</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>176</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.347206</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.347206 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,236.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1518"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,163</Structure Number - Item 8/B.ID.01><Structure Name>50111-S21</Structure Name><Facility Carried - Item 7/B.F.03>I-94</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MASONIC BLVD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>E LTS OF ROSEVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,965</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>134.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>126.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.53</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.905365</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.905365 42.53)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,027.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>124.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1519"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,281</Structure Number - Item 8/B.ID.01><Structure Name>82194-S45</Structure Name><Facility Carried - Item 7/B.F.03>RAMP D FROM I-75 S</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FORT ST &amp; RAMP F</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT - GHIB</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,026</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>637</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10079</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10079 42.31)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>26,308.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>2,000,026</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.35</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1520"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,848</Structure Number - Item 8/B.ID.01><Structure Name>82252-S08</Structure Name><Facility Carried - Item 7/B.F.03>7 MI RD SB LFT TRN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>216.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.43</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.095</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.095 42.43)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,191.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,910</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1521"><Owner - Item 21 + 22/B.CL.01 + 02>Farmington Hill</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,703</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>9 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CADDELL DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DRAKE AND 9 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,988</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>41.33</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.3952</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.3952 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,037.57</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06 xsi:nil="true" /><LRS Route ID Item 13/B.H.06>633,603</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>3</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>2</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1522"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,909</Structure Number - Item 8/B.ID.01><Structure Name>63101-S12</Structure Name><Facility Carried - Item 7/B.F.03>RAMP P TO M-10</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD (I-696)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,999</Year Overlaid - B.W.02><Year Painted - B.W.02>2,023</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>231</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.285355</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.285355 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,121.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>23.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,101</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1523"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,959</Structure Number - Item 8/B.ID.01><Structure Name>82293-R01</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1 MI W OF LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,012</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>206</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>61.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44089</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44089 42.34)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,607.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>58</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>18.74</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-31T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1524"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,597</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DEER PATH TRAIL</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>INDIAN LAKE CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SUBDIVISION  SEC 34</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,999</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>120</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.8</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.273056</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.273056 42.8)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,480</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,412,774</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.65</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1525"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,584</Structure Number - Item 8/B.ID.01><Structure Name>82123-S36</Structure Name><Facility Carried - Item 7/B.F.03>W GD BLVD &amp; TIREMA</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,005</Year Overlaid - B.W.02><Year Painted - B.W.02>1,992</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>165.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>53.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.110794</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.110794 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,798.67</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,307</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1526"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,782</Structure Number - Item 8/B.ID.01><Structure Name>82195-S27</Structure Name><Facility Carried - Item 7/B.F.03>BRUSH ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,994</Year Overlaid - B.W.02><Year Painted - B.W.02>1,994</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>203.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>57</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04851</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04851 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,582.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>33</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,307</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.86</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>D</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1527"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,174</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BEECH-DALY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BELL CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>REDFORD TWP   S/FIVE MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,933</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,961</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>67.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.29556</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.29556 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,230.17</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,600,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.46</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1528"><Owner - Item 21 + 22/B.CL.01 + 02>Dearborn Height</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,328</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MONROE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN HEIGHTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,977</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.250694</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.250694 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,917.48</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,943</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.92</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1529"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,012</Structure Number - Item 8/B.ID.01><Structure Name>63172-S09</Structure Name><Facility Carried - Item 7/B.F.03>GIDDINGS RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.8 MI NW OF M-24</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>265.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26185</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26185 42.7)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,106.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>676,006</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.89</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1530"><Owner - Item 21 + 22/B.CL.01 + 02>Gibraltar</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,997</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GIBRALTAR ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANK &amp; POET DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GIBRALTAR     E/JEFFERSON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,932</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.09</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20275278</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20275278 42.09)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,517.76</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,692,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1531"><Owner - Item 21 + 22/B.CL.01 + 02>Birmingham</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,228</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>W MAPLE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI W OF WOODWARD AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,950</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,998</Year Overlaid - B.W.02><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>47.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.224556</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.224556 42.55)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,103.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>683,906</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.24</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1532"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,516</Structure Number - Item 8/B.ID.01><Structure Name>82194-S39</Structure Name><Facility Carried - Item 7/B.F.03>RAMP C TO I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75, LIVERNOIS AND FORT</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT I-75 AND LIVERNOIS AV</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,026</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>997</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05 xsi:nil="true" /><Longitude - Item 17/B.L.06 xsi:nil="true" /><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference /><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>41,076.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>2,000,029</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07 xsi:nil="true" /><Inspection Date Item 90/B.IE.02>2026-05-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1533"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,811</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>COUNTY LINE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>KEARSLEY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GROVELAND TWP SEC 1</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,995</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>8 Gravel</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.88</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.46003</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.46003 42.88)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>624</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,501,503</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.6</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>4</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1534"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,134</Structure Number - Item 8/B.ID.01><Structure Name>63192-S04-2</Structure Name><Facility Carried - Item 7/B.F.03>M-5 SB MAINLINE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>12 MILE ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>I-96,I-696 M-5 INTRCHG</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,993</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>208.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.446686</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.446686 42.5)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,217.04</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,402,005</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1535"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,514</Structure Number - Item 8/B.ID.01><Structure Name>82194-S37</Structure Name><Facility Carried - Item 7/B.F.03>RAMP A  TO I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FORT ST &amp; RAMP F</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT CAVALRY &amp; FORT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,026</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>502</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>33 Gir-Flr Bm Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01 /><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09992</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09992 42.31)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>20,682.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>2,000,025</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1536"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,090</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SIX MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UPPER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>REDFORD         E/INKSTER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,023</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>36</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>50.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>4 Low Slump Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.30779</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.30779 42.41)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,828.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,680,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.43</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1537"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,865</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>IRIS DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SUTHERLAND - OEMIG DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI SE OF DONNER RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,999</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>54.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.66</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.819</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.819 42.66)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,412.86</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,206,846</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1538"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,686</Structure Number - Item 8/B.ID.01><Structure Name>82192-S08-4</Structure Name><Facility Carried - Item 7/B.F.03>HUBBARD AV WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>177.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>69.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.215225</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.215225 42.32)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,371.75</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,704,580</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.85</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1539"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,123</Structure Number - Item 8/B.ID.01><Structure Name>82022-S13</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>US-24 (TELEGRAPH RD)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR,US-24</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>246</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>75.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>12 Arch- Thru</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.26</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27025278</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27025278 42.26)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,597.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>72.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.74</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1540"><Owner - Item 21 + 22/B.CL.01 + 02>Troy</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,312</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CHICAGO ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BARNARD DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI S OF MAPLE ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1137</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1137 42.55)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,711.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>692,812</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.22</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-01T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1541"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,582</Structure Number - Item 8/B.ID.01><Structure Name>82191-S26</Structure Name><Facility Carried - Item 7/B.F.03>TOLEDO-DIX HWY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N OF WOODHAVEN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,012</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>243.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>83.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.17</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24298</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24298 42.17)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>20,316.87</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>80</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,578</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1542"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,359</Structure Number - Item 8/B.ID.01><Structure Name>82102-S06</Structure Name><Facility Carried - Item 7/B.F.03>M-14 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SHELDON ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.2 MI W OF PLYMOUTH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,006</Year Overlaid - B.W.02><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>251.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.48067</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.48067 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,086.42</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>69</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,204</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.85</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1543"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,517</Structure Number - Item 8/B.ID.01><Structure Name>82122-S29</Structure Name><Facility Carried - Item 7/B.F.03>MELVIN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>176.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.33986</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.33986 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,528.08</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,309</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1544"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,570</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SANTA ANITA DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FULLER DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI N OF SUGARBUSH RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,998</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>20</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.65</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.83031</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.83031 42.65)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>560</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06 xsi:nil="true" /><LRS Route ID Item 13/B.H.06>4,208,390</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1545"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,897</Structure Number - Item 8/B.ID.01><Structure Name>82291-S01</Structure Name><Facility Carried - Item 7/B.F.03>WILL CARLETON RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WAYNE MONROE CO LINE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,009</Year Overlaid - B.W.02><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>286</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.09</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.37715</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.37715 42.09)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,842.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,228,108</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1546"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,428</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ANTIETAM AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEQUINDRE CUT GREENWAY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BETWN ORLEANS &amp; ST AUBIN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>3 Pedestrian-bicycle</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,007</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>90.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0346</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0346 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,708.94</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,587,309</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.63</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1547"><Owner - Item 21 + 22/B.CL.01 + 02>Troy</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,308</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>STEPHENSON HWY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BARNARD DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI S OF MAPLE ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>31</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>167</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.12028</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.12028 42.55)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,177</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>45.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>680,107</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1548"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,220</Structure Number - Item 8/B.ID.01><Structure Name>82024-S13</Structure Name><Facility Carried - Item 7/B.F.03>M-53(VANDYKE ST)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,013</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>172.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>99.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02008</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02008 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,178.31</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>80</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,904</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.57</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1549"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,790</Structure Number - Item 8/B.ID.01><Structure Name>63022-C03</Structure Name><Facility Carried - Item 7/B.F.03>M-5</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UPPER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.0 MI SE OF FARMINGTON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,956</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.35182</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.35182 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,496</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>657,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>17.48</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1550"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,248</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>UTICA RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RED RUN DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI SOUTH OF HAYES RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>275</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>76.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.969406</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.969406 42.57)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>21,010</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,211,434</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.89</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1551"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,188</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SEYMOUR LAKE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET COATS AND GRANGER RDS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,006</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>37</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.82</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.300575</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.300575 42.82)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,624.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>669,104</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.69</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1552"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,185</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ALLEN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BLAKELY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BROWNSTOWN       N/SIBLEY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,023</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>59.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.17</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22716</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22716 42.17)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,662.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,756</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.89</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1553"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,681</Structure Number - Item 8/B.ID.01><Structure Name>82192-S03</Structure Name><Facility Carried - Item 7/B.F.03>FERN AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,964</Year Overlaid - B.W.02><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>184.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.211464</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.211464 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,332</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,594,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1554"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,595</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CEDAR KEY DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>VOORHEIS LAKE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SUBDIVSION  SEC 21</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.75</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.293335</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.293335 42.75)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,120</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,840,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.78</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>4</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1555"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,280</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CLARK ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SWAN CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>HURON/SUMPTER    N/WILLOW</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,935</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,995</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,990</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>29.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.12</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.42136</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.42136 42.12)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,268.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,703</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1556"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,266</Structure Number - Item 8/B.ID.01><Structure Name>82025-S20-3</Structure Name><Facility Carried - Item 7/B.F.03>M-102 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN HARPER WOODS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>174.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>82.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.917206</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.917206 42.45)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,386.04</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>66.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,143</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1557"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,858</Structure Number - Item 8/B.ID.01><Structure Name>82252-S22</Structure Name><Facility Carried - Item 7/B.F.03>I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MCNICHOLS RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT OVER MCNICHOLS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>224.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>149.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08763</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08763 42.42)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>33,525.24</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>142.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.99</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1558"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,859</Structure Number - Item 8/B.ID.01><Structure Name>82252-S23</Structure Name><Facility Carried - Item 7/B.F.03>NEVADA AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,988</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>241</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>70.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09318</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09318 42.42)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,918.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,907</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.83</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1559"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,137</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HANNAN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON/WAYNE   N/MICHIGAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,955</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>90.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.42731</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.42731 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,636</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,710,309</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.74</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1560"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,401</Structure Number - Item 8/B.ID.01><Structure Name>82111-S14-2</Structure Name><Facility Carried - Item 7/B.F.03>US-12</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10 SB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,954</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,997</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>69.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>122</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>9</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06188</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06188 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,503.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>89.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,103</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.75</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1561"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,987</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MARLEY DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CANAL (MIDDLE)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BROWNSTOWNE/DERN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,002</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>45</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.05</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19108</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19108 42.05)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,345.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,709,809</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1562"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,818</Structure Number - Item 8/B.ID.01><Structure Name>82251-S17</Structure Name><Facility Carried - Item 7/B.F.03>WARREN RMP TO I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 NB TO E&amp;W TURN RDWY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>105</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.054726</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.054726 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,097.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,586,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1563"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,007</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GROSSE ILE PARKWAY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WEST RIVER ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GROSSE ILE T E/TRENTON CH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,019</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>50</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.13</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.172226</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.172226 42.13)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,150</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,692,407</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.68</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-02-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1564"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,569</Structure Number - Item 8/B.ID.01><Structure Name>82123-S22</Structure Name><Facility Carried - Item 7/B.F.03>I-96 W  TO E M-8</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RAMPS TO M-8</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>192.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14851</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14851 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,018.48</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1565"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,511</Structure Number - Item 8/B.ID.01><Structure Name>82122-S23</Structure Name><Facility Carried - Item 7/B.F.03>SCHOOLCRAFT X-OVER</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>381.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>12</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2446</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2446 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,400.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,231</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1566"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,151</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ADAMS ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET HAMLIN AND AVON RDS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,016</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.65</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.192825</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.192825 42.65)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,210.04</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,415,861</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.64</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1567"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,474</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MACK AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CONRAIL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BETWN CONNER AND ST JEAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,989</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,989</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>499.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>83.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.973206</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.973206 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>41,691.55</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>71</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,587,509</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1568"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,548</Structure Number - Item 8/B.ID.01><Structure Name>82123-S02</Structure Name><Facility Carried - Item 7/B.F.03>WB TO SB TURN RDWY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>3RD LEVEL TURN RDWY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>8 4th level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,991</Year Overlaid - B.W.02><Year Painted - B.W.02>1,991</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>17</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,203.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>17</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21645</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21645 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>47,402.14</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>37.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,305</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1569"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,069</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>E N HINES DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>PLYMOUTH TWP   W/HAGGERTY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,932</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,977</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,013</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>99.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>51.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44738</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44738 42.37)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,164.46</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,689,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>6</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>D</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>3</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1570"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,035</Structure Number - Item 8/B.ID.01><Structure Name>50013-S13</Structure Name><Facility Carried - Item 7/B.F.03>M-53 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>25 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>5.0 MI N OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>114.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.024155</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.024155 42.7)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,912.05</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,210,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.94</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1571"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,347</Structure Number - Item 8/B.ID.01><Structure Name>82073-R01</Structure Name><Facility Carried - Item 7/B.F.03>M-85 (FORT ST)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NORFOLK WESTERN RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>FORT ST</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,010</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>393.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>106</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14821</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14821 42.28)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>41,689.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>80</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,047</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1572"><Owner - Item 21 + 22/B.CL.01 + 02>Southfield</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,294</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BEECH RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,012</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>71.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.29765</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.29765 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,525.38</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>684,801</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.37</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1573"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,182</Structure Number - Item 8/B.ID.01><Structure Name>50112-S01</Structure Name><Facility Carried - Item 7/B.F.03>M-3 &amp; M-29</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ M-3 &amp; M-29</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,002</Year Overlaid - B.W.02><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>347.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>75.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.67</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.82037</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.82037 42.67)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>26,224.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>807,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1574"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,393</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WEBER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BELLE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.3 MILES EAST OF M-19</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>120</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.88</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.74145</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.74145 42.88)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,664</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>829,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1575"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,250</Structure Number - Item 8/B.ID.01><Structure Name>63071-C02</Structure Name><Facility Carried - Item 7/B.F.03>M-15</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>INDEPENDENCE TWP SEC 20</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,005</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>21.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>87</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.74</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.41944</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.41944 42.74)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,887.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>91.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>627,809</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.64</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1576"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,081</Structure Number - Item 8/B.ID.01><Structure Name>63174-S16-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ADAMS RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TROY (OVER ADAMS RD)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,017</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>153.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>82.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20855</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20855 42.61)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,608.36</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>78.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>15.32</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1577"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,022</Structure Number - Item 8/B.ID.01><Structure Name>50015-S09</Structure Name><Facility Carried - Item 7/B.F.03>M-53 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>31 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WASHINGTON TWP SEC 2-11</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>136.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.79</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.005714</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.005714 42.79)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,633.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>45.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>813,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>17.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>19</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1578"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,803</Structure Number - Item 8/B.ID.01><Structure Name>82251-S05</Structure Name><Facility Carried - Item 7/B.F.03>BRUSH ST ENT RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 EB I-375 SB TRN RDY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT OVER E N TURN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>163.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04682</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04682 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,520.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>23.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,591,206</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1579"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,191</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>15 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HARRINGTON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>300FT EAST OF GARFIELD RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>20</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.948975</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.948975 42.55)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,200</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1580"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,173</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NOVI</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N OF BASE LINE RELOCATION</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4761</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4761 42.44)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,524</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>237.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>621,910</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.67</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1581"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,145</Structure Number - Item 8/B.ID.01><Structure Name>82022-S40</Structure Name><Facility Carried - Item 7/B.F.03>I-94  EB RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PELHAM RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR &amp; ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,981</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,011</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>125.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2317</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2317 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,001.87</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,901</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.43</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1582"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,923</Structure Number - Item 8/B.ID.01><Structure Name>63102-S07</Structure Name><Facility Carried - Item 7/B.F.03>SOUTHFIELD U TURN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LATHRUP VILLAGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>130</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22332</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22332 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,281</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,413,527</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1583"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,127</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LILLEY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TONQUISH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON           N/WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,946</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,986</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>25.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.45961</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.45961 42.34)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,199.17</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,390</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.47</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>3</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1584"><Owner - Item 21 + 22/B.CL.01 + 02>Sterling Heights</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,422</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>15 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BIG BEAVER DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WEST OF RYAN RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,984</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>58.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07746</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07746 42.55)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,963.78</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.54</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1585"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,664</Structure Number - Item 8/B.ID.01><Structure Name>82191-S21-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TOLEDO-DIX HWY &amp; RAMP C&amp;</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>10</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>799.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>10</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.24</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19434</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19434 42.24)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>51,174.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1586"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,124</Structure Number - Item 8/B.ID.01><Structure Name>50062-S13</Structure Name><Facility Carried - Item 7/B.F.03>BELANGER AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROSEVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>196</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.96002</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.96002 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,662.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>805,809</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1587"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,253</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SCHOENHERR RD NBD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.6 MI NORTH OF UTICA RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,992</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>159.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.99256</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.99256 42.59)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,184.26</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.46</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1588"><Owner - Item 21 + 22/B.CL.01 + 02>Ortonville</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,249</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SOUTH STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>KEARSLEY CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ORTONVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,022</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>52</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>72 Multi Str Timb Deck</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.85</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44689</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44689 42.85)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,986.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>654,506</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1589"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,141</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WIXOM ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTH OF GARDEN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,018</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>62</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.55982</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.55982 42.57)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,684.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>631,910</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.48</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1590"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,156</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ORION RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT SNELL RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>41</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.73</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15944</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15944 42.73)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,431.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>604,708</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.58</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1591"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,841</Structure Number - Item 8/B.ID.01><Structure Name>82252-S01</Structure Name><Facility Carried - Item 7/B.F.03>PIQUETTE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,007</Year Overlaid - B.W.02><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>219</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05877</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05877 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,892</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>45.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,704</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.65</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1592"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,330</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>28 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>KIRKHAM DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.8 MI EAST OF GRATIOT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>45</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.75</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.75647</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.75647 42.75)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,975.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>822,109</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.27</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1593"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,982</Structure Number - Item 8/B.ID.01><Structure Name>82293-S18-5</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB COLLECTOR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SCHOOLCRAFT RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI W OF LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>293.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43642</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43642 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,042.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,504</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.28</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1594"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,107</Structure Number - Item 8/B.ID.01><Structure Name>50061-S41</Structure Name><Facility Carried - Item 7/B.F.03>ARSENAL AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN &amp; CENTERLINE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,999</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>211</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.022095</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.022095 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,212.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>850,402</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.44</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1595"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,037</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SHADOW CREEK BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SASHABAW CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>ORION TWP SEC 19</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.74</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.31656</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.31656 42.74)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>990</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>6,701,703</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1596"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,404</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>28 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>STONY CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI WEST OF MOUND RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,961</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,017</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.74</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06769</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06769 42.74)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,248</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,920</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.46</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1597"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,920</Structure Number - Item 8/B.ID.01><Structure Name>82292-B03</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE R/BIKE PATH</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.5 MI W OF WAYNE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>238.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44188</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44188 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,084.39</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1598"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,666</Structure Number - Item 8/B.ID.01><Structure Name>82102-S07-4</Structure Name><Facility Carried - Item 7/B.F.03>RAMP A (WB)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-14</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.9 MI W OF PLYMOUTH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>220</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.47541</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.47541 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,446</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,778,206</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.43</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1599"><Owner - Item 21 + 22/B.CL.01 + 02>Riverview</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,832</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GRANGE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANK &amp; POET DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>800 FT S OF PENNSYLVANIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,980</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>54.41</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.41</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04 /><Main Span Design Type - Item 43B/B.SP.06 /><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10 /><Design Load - Item 31/B.LR.01 /><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.18</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.213</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.213 42.18)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,253.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06 /><LRS Mile Point Item 11/B.H.07 xsi:nil="true" /><Inspection Date Item 90/B.IE.02>2025-12-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1600"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,950</Structure Number - Item 8/B.ID.01><Structure Name>82292-S08</Structure Name><Facility Carried - Item 7/B.F.03>I-275 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-153 (FORD RD)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>5 MI W OF GARDEN CITY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,995</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>180</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44353</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44353 42.32)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,610</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>61.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>17.34</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1601"><Owner - Item 21 + 22/B.CL.01 + 02>Rochester Hills</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,280</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SHAGBARK ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SARGENT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI N OF WALTON BLVD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.16373</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.16373 42.68)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>691.53</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>609,101</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.35</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1602"><Owner - Item 21 + 22/B.CL.01 + 02>Rochester Hills</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,277</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>KINGSCOVE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI N OF TIENKEN ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>60</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14699</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14699 42.7)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,820</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,819,703</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1603"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,183</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HATCHERY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET FREMBES AND DIXIE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>72</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>51.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.37594</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.37594 42.68)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,722.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,462,999</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.41</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1604"><Owner - Item 21 + 22/B.CL.01 + 02>Pontiac</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,259</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>UNIVERSITY DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GRAND TRUNK WESTERN RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1 1/2 MI W UNIVER &amp; I-75</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,991</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>146</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.66</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.25984</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.25984 42.66)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,490.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>624,301</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1605"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,287</Structure Number - Item 8/B.ID.01><Structure Name>82053-B01</Structure Name><Facility Carried - Item 7/B.F.03>US-24</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,937</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>60.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>124.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27183</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27183 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,581.43</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>107.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,038</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.66</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1606"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,151</Structure Number - Item 8/B.ID.01><Structure Name>82022-S49</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,984</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>21</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>845.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>17</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>1 Concrete</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>01 Slab</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22196</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22196 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>61,037.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,588,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>17.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1607"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,996</Structure Number - Item 8/B.ID.01><Structure Name>63172-R01-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GTW RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>5.7 MI NW OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,981</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>144</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.286896</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.286896 42.7)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,956.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>58</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>24.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1608"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,350</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>24 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE BR CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI E OF ROMEO PLANK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>64</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.69</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.947334</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.947334 42.69)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,163.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>815,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.48</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1609"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,045</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GEDDES ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FOWLER DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON             W/BARR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,001</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>1 M 9 (H 10)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.538765</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.538765 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,056</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>31.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,603,888</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.77</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1610"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,858</Structure Number - Item 8/B.ID.01><Structure Name>63051-S01</Structure Name><Facility Carried - Item 7/B.F.03>M-1</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-102 (8 MI RD) &amp; RAMPS</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N LTS OF DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>7 3d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,956</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>255.24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>89.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>12</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.12474</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.12474 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>22,895.03</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>82.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>614,101</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1611"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,263</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LOTZ ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FELLOWS CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON           N/PALMER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,981</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,981</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>53.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43793</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43793 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,332.15</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,519</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.48</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1612"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,100</Structure Number - Item 8/B.ID.01><Structure Name>63174-S32</Structure Name><Facility Carried - Item 7/B.F.03>SB CROOKS ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TROY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,990</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,020</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>281.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.16935</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.16935 42.6)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,803.37</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,408,239</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.41</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1613"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,057</Structure Number - Item 8/B.ID.01><Structure Name>50023-S02</Structure Name><Facility Carried - Item 7/B.F.03>M-59 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEQUINDER RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ OAKLAND COUNTY LINE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>159.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09149</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09149 42.63)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,927.98</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>65.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>807,710</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1614"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,104</Structure Number - Item 8/B.ID.01><Structure Name>82022-B02</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,943</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,943</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>28.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20787</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20787 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,442.11</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,588,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>18.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1615"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,947</Structure Number - Item 8/B.ID.01><Structure Name>63102-S34</Structure Name><Facility Carried - Item 7/B.F.03>CENTRAL PARK BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>130</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>83.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24466389</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24466389 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,881</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>65</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>686,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1616"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,260</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ROMEO PLANK RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HEALY BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI NORTH OF 27 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,978</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.73</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.960106</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.960106 42.73)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,111.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>816,509</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.19</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1617"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,199</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>EB METRO PARKWAY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER SPILLWAY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.02 MI E OF UNION LAKE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,013</Year Overlaid - B.W.02><Year Painted - B.W.02>2,013</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>303.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.86174</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.86174 42.57)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,574.78</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,608</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.57</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1618"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,033</Structure Number - Item 8/B.ID.01><Structure Name>63173-S03</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>US-24</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ US-24</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,003</Year Overlaid - B.W.02><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>196.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.74</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.453636</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.453636 42.74)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,811.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>61.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>33.89</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1619"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,625</Structure Number - Item 8/B.ID.01><Structure Name>82191-B01</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BLAKELY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI S OF TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,018</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,018</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>41.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>80.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.18</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2439</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2439 42.18)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,353.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>77.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-07-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1620"><Owner - Item 21 + 22/B.CL.01 + 02>Beverly Hills</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,224</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>RIVERVIEW DR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI E OF LAHSER RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>63</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.51</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26173</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26173 42.51)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,631.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>612,504</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1621"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,233</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GREENFIELD ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DEARBORN/MELVINDAL S/I-94</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,928</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>7</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>362.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>7</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.29</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.17909</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.17909 42.29)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>28,451.36</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,651,002</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.7</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1622"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,455</Structure Number - Item 8/B.ID.01><Structure Name>82112-S28</Structure Name><Facility Carried - Item 7/B.F.03>SCHAFFER</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>178.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18019</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18019 42.42)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,017.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>54</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,528</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1623"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,252</Structure Number - Item 8/B.ID.01><Structure Name>82025-S08</Structure Name><Facility Carried - Item 7/B.F.03>CHALMERS AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,958</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>164.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.96421</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.96421 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,847.14</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,578,102</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.35</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1624"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,200</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>TWELVE MILE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NOVI-LYON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST OF MARTINDALE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,025</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.63197</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.63197 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>686</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>657,110</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1625"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,297</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MC FADDEN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NEWLAND DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI N OF 34 MILE ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>20</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>19.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.84</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.97395</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.97395 42.84)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>394</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>820,003</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.26</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>3</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1626"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,590</Structure Number - Item 8/B.ID.01><Structure Name>82123-S42</Structure Name><Facility Carried - Item 7/B.F.03>I96WB TO I94WB RMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 &amp; RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>7 3d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>10</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>757.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>10</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09828</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09828 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>32,711.04</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,636</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1627"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,864</Structure Number - Item 8/B.ID.01><Structure Name>63052-S01</Structure Name><Facility Carried - Item 7/B.F.03>ORCHARD LAKE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>US-24</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN PONTIAC</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,000</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>183</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.32074</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.32074 42.62)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,420.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>641,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.85</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1628"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,772</Structure Number - Item 8/B.ID.01><Structure Name>82195-S15</Structure Name><Facility Carried - Item 7/B.F.03>M-10 N-W RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 &amp; EXIT RAMPS</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>6</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>402.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>6</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06238</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06238 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,406.24</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,003</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1629"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,059</Structure Number - Item 8/B.ID.01><Structure Name>50023-S04-3</Structure Name><Facility Carried - Item 7/B.F.03>M-59 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RYAN RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.5 MI W OF UTICA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>116.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07177</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07177 42.62)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,012.48</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>65.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>807,710</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1630"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,074</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>E.N.HINES DR/AA TR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BEECH-DALY ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DBN HTS          N/WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,995</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>70.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.293564</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.293564 42.35)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,417.07</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,689,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.78</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1631"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,150</Structure Number - Item 8/B.ID.01><Structure Name>50111-S04</Structure Name><Facility Carried - Item 7/B.F.03>STEPHENS DR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W LTS OF ST CLAIR SHORES</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,002</Year Overlaid - B.W.02><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>196.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.91654</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.91654 42.47)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,930.52</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,008</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.71</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1632"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,313</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>24 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FISH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI WEST OF SASS ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,999</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>20</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>9 Aluminum, WI, CI</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.69</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.7934</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.7934 42.69)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>788</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>819,202</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1633"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,008</Structure Number - Item 8/B.ID.01><Structure Name>63172-S07-3</Structure Name><Facility Carried - Item 7/B.F.03>M-24 CONN EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ M-24 (I-75 SB TO M-24)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>246.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.69</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.25094</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.25094 42.69)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,222.45</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,849,507</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1634"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,580</Structure Number - Item 8/B.ID.01><Structure Name>82123-S32</Structure Name><Facility Carried - Item 7/B.F.03>UNDERWOOD AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,992</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>174.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.13327</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.13327 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,294.79</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,805</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1635"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,167</Structure Number - Item 8/B.ID.01><Structure Name>50111-S24-4</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HARPER RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.7 MI S OF M-29</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,990</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>173.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>74.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.8714</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.8714 42.55)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,930.72</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>71.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,502</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.57</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1636"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,119</Structure Number - Item 8/B.ID.01><Structure Name>63191-S05-1</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB &amp; M-5 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ I-96/I-696 INTERCHANGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,006</Year Overlaid - B.W.02><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>287.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43144</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43144 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,756.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,402,006</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.45</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1637"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,903</Structure Number - Item 8/B.ID.01><Structure Name>82291-S07</Structure Name><Facility Carried - Item 7/B.F.03>EUREKA RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROMULUS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,022</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>288</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.19</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.388336</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.388336 42.19)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>22,464</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>75</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,578,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.76</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1638"><Owner - Item 21 + 22/B.CL.01 + 02>Other Local Agencies</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,370</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SB DINGELL RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NB ROGELL RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.8 MI S OF I-94</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,000</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>169.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>52 Pl Girder Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.34365</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.34365 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,254.73</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,337</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.66</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1639"><Owner - Item 21 + 22/B.CL.01 + 02>Birmingham</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,234</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LAKESIDE ST NORTH</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>QUARTON LK BR-ROUGE RIVR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI S OF QUARTON RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.226105</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.226105 42.56)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>621.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>614,609</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.69</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1640"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,197</Structure Number - Item 8/B.ID.01><Structure Name>82023-S29</Structure Name><Facility Carried - Item 7/B.F.03>M-10 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94 RAMP FROM M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT,OVER RAMP HE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>223.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>53.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.076706</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.076706 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,046.65</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.44</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1641"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,251</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HARBIN DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SILVER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BRNTWNW/JEFFERSON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,930</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>44.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>11 Arch- Deck, Filled Sp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>8 Gravel</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.04</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.214165</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.214165 42.04)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,207.81</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,709,717</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1642"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,963</Structure Number - Item 8/B.ID.01><Structure Name>82293-R04-5</Structure Name><Facility Carried - Item 7/B.F.03>I-275 RAMP N</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S OF SCHOOLCRAFT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>323.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>32.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43636</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43636 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,384.35</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,504</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1643"><Owner - Item 21 + 22/B.CL.01 + 02>Lincoln Park</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,506</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HAZEL STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SEXTON KILFOIL DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,016</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>42</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19746</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19746 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,713.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,662,901</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1644"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,968</Structure Number - Item 8/B.ID.01><Structure Name>63103-S07</Structure Name><Facility Carried - Item 7/B.F.03>I-696 RAMPS AF&amp;EF</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N SERVICE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN MADISON HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,010</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>82.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.108536</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.108536 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,512.75</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>51.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.33</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1645"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,177</Structure Number - Item 8/B.ID.01><Structure Name>82023-S09</Structure Name><Facility Carried - Item 7/B.F.03>JUNCTION ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,950</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>171.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>57.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.118355</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.118355 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,889.58</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,210</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.71</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>K</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1646"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,197</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JEFFERSON AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SILVER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BROWNSTOWN       S/CAMPAU</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,927</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,990</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>71.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.05</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21137</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21137 42.05)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,278.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,302,169</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.45</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>3</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>3</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1647"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,119</Structure Number - Item 8/B.ID.01><Structure Name>82022-S09</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR,OVER ECORSE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,997</Year Overlaid - B.W.02><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>237</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>61.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.25</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.29838</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.29838 42.25)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,575.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>58.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1648"><Owner - Item 21 + 22/B.CL.01 + 02>Other Local Agencies</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,722</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ATWATER ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RING ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>E OF RENAISSANCE DR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>0 Other</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,977</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,014</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>33</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>691.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>33</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>03 Gir-Flr Bm Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05 xsi:nil="true" /><Longitude - Item 17/B.L.06 xsi:nil="true" /><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference /><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>43,847.44</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,708,755</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.33</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-07-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1649"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,889</Structure Number - Item 8/B.ID.01><Structure Name>63081-S15-4</Structure Name><Facility Carried - Item 7/B.F.03>NORTHLAND DR WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>162.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20531</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20531 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,640.62</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,406,956</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.33</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1650"><Owner - Item 21 + 22/B.CL.01 + 02>Novi</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,860</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ASHBURY DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TRIB TO MIDDLE ROUGE RIV</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CHASE FARMS SUBDIVISION</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,000</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.46922</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.46922 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>702</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,401,742</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1651"><Owner - Item 21 + 22/B.CL.01 + 02>Dearborn Height</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,332</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WEST SRV DR SOFLD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN HEIGHTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,986</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>32.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22089</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22089 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,184.08</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,505</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.41</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1652"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,116</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GRISWOLD STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTHVILLE     N/MAIN ST</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,928</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.43</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.47887</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.47887 42.43)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>859.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,680,204</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1653"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,389</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>33 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CEMETERY CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI EAST OF OMO ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,014</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>29.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.82</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.84900278</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.84900278 42.82)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>703.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,204,881</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.73</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1654"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,944</Structure Number - Item 8/B.ID.01><Structure Name>82292-S02</Structure Name><Facility Carried - Item 7/B.F.03>TYLER RD.</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3.0 MI NE OF BELLEVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,012</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,012</Year Overlaid - B.W.02><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>292</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.24</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.437836</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.437836 42.24)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,848</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,675,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.37</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-08-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1655"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,287</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GARFIELD STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UPPER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>REDFORD       N/FIVE MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,948</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>62</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28875</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28875 42.4)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,077</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,641,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1656"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,450</Structure Number - Item 8/B.ID.01><Structure Name>82112-S25</Structure Name><Facility Carried - Item 7/B.F.03>MYERS RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>208.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.16998</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.16998 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,346.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>54</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,583,210</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.82</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1657"><Owner - Item 21 + 22/B.CL.01 + 02>Gibraltar</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,496</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>YOUNG DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>W GIBRALTAR WATERWAY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST OF WORTH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,990</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>77.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.09</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19578333</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19578333 42.09)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,405.52</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,698,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1658"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,607</Structure Number - Item 8/B.ID.01><Structure Name>82124-S02</Structure Name><Facility Carried - Item 7/B.F.03>BUCHANAN ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,992</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,992</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>237</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.094025</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.094025 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,713.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,905</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.66</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>15</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1659"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,231</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ARMADA RIDGE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.8 MI EAST OF WOLCOTT RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>31.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>11 Arch- Deck, Filled Sp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.82</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.92745</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.92745 42.82)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,586.82</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>817,602</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.84</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1660"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,229</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>32 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>E B COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.6MI EAST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>50.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.81</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.87156</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.87156 42.81)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,336.31</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>815,804</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.64</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1661"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,912</Structure Number - Item 8/B.ID.01><Structure Name>82291-S16-4</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275 SB TO I-94 EB RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROMULUS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,011</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,992</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>123</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.415215</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.415215 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,785.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,588,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.6</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1662"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,746</Structure Number - Item 8/B.ID.01><Structure Name>82194-S17</Structure Name><Facility Carried - Item 7/B.F.03>VERNOR AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,007</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>315.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>80.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>11</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08369</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08369 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>25,366.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>58</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,909</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.45</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1663"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,846</Structure Number - Item 8/B.ID.01><Structure Name>63043-S09</Structure Name><Facility Carried - Item 7/B.F.03>M-150</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-59</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ M-150</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,970</Year Overlaid - B.W.02><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>326</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>84.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.13133</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.13133 42.63)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>27,514.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>72.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,413,538</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1664"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,864</Structure Number - Item 8/B.ID.01><Structure Name>82252-S28</Structure Name><Facility Carried - Item 7/B.F.03>I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RAMP TO DAVISON(M-8)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT OVER RAMP C TO</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,003</Year Overlaid - B.W.02><Year Painted - B.W.02>2,003</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>50</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>148</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07794</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07794 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,400</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>140</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1665"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,275</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>S POINTE DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SWAN ISLAND CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GROSSE ILE         S/GROH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,939</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,000</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>44.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.1</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.17213</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.17213 42.1)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,998.08</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,688,902</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.61</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1666"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,659</Structure Number - Item 8/B.ID.01><Structure Name>82191-S16-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ALLEN RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S LTS OF SOUTHGATE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,991</Year Overlaid - B.W.02><Year Painted - B.W.02>1,991</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>218.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.21</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.229004</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.229004 42.21)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,891.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>51.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1667"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,179</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>OUTER DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DEARBORN       N/MICHIGAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,930</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,995</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>72.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>84</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>11 Arch- Deck, Filled Sp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26336</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26336 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,115.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,471</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1668"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,515</Structure Number - Item 8/B.ID.01><Structure Name>82122-S27</Structure Name><Facility Carried - Item 7/B.F.03>MERRIMAN ROAD LT T</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>176</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>22.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.354614</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.354614 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,942.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,803,808</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1669"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,181</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>OUTER DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>JOY ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DETROIT       E/TELEGRAPH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,927</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>74.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>11 Arch- Deck, Filled Sp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.261795</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.261795 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,787.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,596,803</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.73</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1670"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,021</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PENNSYLVANIA ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANK &amp; POET DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>RIVERVIEW/STHGATE E/ALLEN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>32</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.18</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.214874</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.214874 42.18)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,280</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>61</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,307</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.34</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1671"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,934</Structure Number - Item 8/B.ID.01><Structure Name>63102-S19</Structure Name><Facility Carried - Item 7/B.F.03>COOLIDGE ROAD U TU</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST OF COOLIDGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>154</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>76.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18092</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18092 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,750.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>41</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,416,481</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1672"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,565</Structure Number - Item 8/B.ID.01><Structure Name>82123-S17</Structure Name><Facility Carried - Item 7/B.F.03>MEYERS RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 (JEFFRIES FRWY)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,005</Year Overlaid - B.W.02><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>305.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>14</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.16859</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.16859 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>20,258.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,583,210</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.8</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1673"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,172</Structure Number - Item 8/B.ID.01><Structure Name>50111-S28-3</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>JOY RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.5 MI SW OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,980</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,006</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>131.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.85586</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.85586 42.61)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,235.82</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>51.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.86</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1674"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,092</Structure Number - Item 8/B.ID.01><Structure Name>50061-S25</Structure Name><Facility Carried - Item 7/B.F.03>SCHOENHERR RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,010</Year Overlaid - B.W.02><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>196</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.98717</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.98717 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,366.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.97</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1675"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,075</Structure Number - Item 8/B.ID.01><Structure Name>50061-S02</Structure Name><Facility Carried - Item 7/B.F.03>EB 11 MI RMP I-696</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,008</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>261.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07911</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07911 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,926.01</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>805,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1676"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,272</Structure Number - Item 8/B.ID.01><Structure Name>82041-S02</Structure Name><Facility Carried - Item 7/B.F.03>ECORSE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>US-24</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>150.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.26</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26999</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26999 42.26)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,805.72</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>5,495,384</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.63</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1677"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,691</Structure Number - Item 8/B.ID.01><Structure Name>82192-S13</Structure Name><Facility Carried - Item 7/B.F.03>FITZPATRICK AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>108.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21636</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21636 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,415.95</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>31.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,594,809</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1678"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,899</Structure Number - Item 8/B.ID.01><Structure Name>63101-S02</Structure Name><Facility Carried - Item 7/B.F.03>HAGGERTY RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI NE OF I-96</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,961</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>289</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>32.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43566</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43566 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,479.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>639,005</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1679"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,268</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SHELDON ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON           S/PALMER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,946</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,985</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,990</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>63</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.29</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.47636</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.47636 42.29)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,883.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,201</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>3</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1680"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,552</Structure Number - Item 8/B.ID.01><Structure Name>82123-S06</Structure Name><Facility Carried - Item 7/B.F.03>I-96 EB MAIN RDWY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39 (SOUTHFIELD EXP)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,005</Year Overlaid - B.W.02><Year Painted - B.W.02>1,989</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>215</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2167</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2167 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,900</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>57.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,201</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1681"><Owner - Item 21 + 22/B.CL.01 + 02>Westland</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,524</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NEWBURGH RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TONQUISH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WESTLAND</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,982</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,019</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>44</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.40921</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.40921 42.34)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,833.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,394</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.94</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1682"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,134</Structure Number - Item 8/B.ID.01><Structure Name>82022-S28</Structure Name><Facility Carried - Item 7/B.F.03>I-94</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ENT TO FORD PLANT</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>141.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>128.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.180664</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.180664 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,128.79</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>126</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>20.59</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1683"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,191</Structure Number - Item 8/B.ID.01><Structure Name>82023-S23</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94 RAMP TO M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT OVER RAMP D-A</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,955</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,995</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,995</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>186.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>52 Pl Girder Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.077286</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.077286 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,126.95</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>51.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>27.4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1684"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,970</Structure Number - Item 8/B.ID.01><Structure Name>63103-S09</Structure Name><Facility Carried - Item 7/B.F.03>I-696 RAMPS GH&amp;GD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N SERVICE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN MADISON HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,007</Year Overlaid - B.W.02><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>75.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.108574</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.108574 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,347.76</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>607,606</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1685"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,914</Structure Number - Item 8/B.ID.01><Structure Name>63102-B01-4</Structure Name><Facility Carried - Item 7/B.F.03>I-696 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,024</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>162.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.278366</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.278366 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,321.52</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.93</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1686"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,730</Structure Number - Item 8/B.ID.01><Structure Name>82194-S02-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>OUTER DRIVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN MELVINDALE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>290.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>2</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>3 Steel</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>32 Multi Str Comp</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.26</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.17091</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.17091 42.26)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,534.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>57.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>15.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1687"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,128</Structure Number - Item 8/B.ID.01><Structure Name>50072-B03</Structure Name><Facility Carried - Item 7/B.F.03>M-29</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MARSAC CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN NEW BALTIMORE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,952</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,979</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.69</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.71205</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.71205 42.69)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,827</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>55</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>807,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>19.95</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1688"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,211</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>24 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NEWLAND DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI WEST OF SHELBY RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>31.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.68</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07715</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07715 42.68)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,337.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>43.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>815,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.86</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>D</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>3</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1689"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,037</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GODDARD ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SEXTON KILFOIL DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>ALLEN PARK  E/OLD GODDARD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,021</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>77.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.75</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20691</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20691 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,024.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,578,601</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.52</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1690"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,854</Structure Number - Item 8/B.ID.01><Structure Name>82252-S12</Structure Name><Facility Carried - Item 7/B.F.03>CANIFF AVE &amp; TURN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN HAMTRAMCK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>159.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>100.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06827</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06827 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,093.55</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>78.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,632,110</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1691"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,186</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>12 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BEAR CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.25 MI EAST OF MOUND RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,955</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.51</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04221</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04221 42.51)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,418.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,401</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1692"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,280</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NEW HAVEN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.7 MI EAST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.76</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.87029</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.87029 42.76)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,213.52</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>814,905</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.95</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1693"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,031</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DEER HILL DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEER LAKE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI SE I-75&amp;DIXIE HWY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,977</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>36.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>23</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.74</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44544</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44544 42.74)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>830.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>23</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,762,809</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>K</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>3</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1694"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,258</Structure Number - Item 8/B.ID.01><Structure Name>82025-S13</Structure Name><Facility Carried - Item 7/B.F.03>CADIEUX AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>168.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.93714</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.93714 42.42)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,122.34</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,715,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.73</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1695"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,949</Structure Number - Item 8/B.ID.01><Structure Name>63102-S36</Structure Name><Facility Carried - Item 7/B.F.03>RED RIVER AVE U-T</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>E OF EVERGREEN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>130</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23953</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23953 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,372</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>50.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,413,530</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1696"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,376</Structure Number - Item 8/B.ID.01><Structure Name>82104-S04</Structure Name><Facility Carried - Item 7/B.F.03>SB OAKLAND AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-8, DAVISON FWY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN HIGHLAND PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,015</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,015</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>263.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08679</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08679 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,593.02</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,704,923</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1697"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,462</Structure Number - Item 8/B.ID.01><Structure Name>82112-S32-7</Structure Name><Facility Carried - Item 7/B.F.03>GREENFIELD RD TURN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,964</Year Overlaid - B.W.02><Year Painted - B.W.02>1,979</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>110.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>20.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19996</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19996 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,249.24</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>14.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,803,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1698"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,406</Structure Number - Item 8/B.ID.01><Structure Name>82111-S19</Structure Name><Facility Carried - Item 7/B.F.03>WARREN AV</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,950</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>126.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>139.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>10</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.073395</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.073395 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,684.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>109.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,429</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.28</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1699"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,153</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MERRIMAN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BELL CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>LIVONIA        S/SIX MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,935</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,965</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,995</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>63</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.35444</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.35444 42.41)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,649.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,000</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>13.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1700"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,195</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>EB METRO PARKWAY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RED RUN DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI WEST OF UTICA RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,958</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>190</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>57.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.970856</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.970856 42.57)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,849</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,608</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1701"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,787</Structure Number - Item 8/B.ID.01><Structure Name>63022-B01</Structure Name><Facility Carried - Item 7/B.F.03>I-96</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI E OF LIVINGSTON CO</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,948</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,011</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,011</Year Overlaid - B.W.02><Year Painted - B.W.02>1,990</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>132.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>106.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.66135</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.66135 42.52)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,058.25</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>100</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>657,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.46</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>D</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1702"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,265</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NORTH AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI NO OF 24 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.69</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.878456</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.878456 42.69)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,371.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,817,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.35</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1703"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,016</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SIBLEY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANK &amp; POET DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>RIVERVIEW          W/FORT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,938</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.17</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20643</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20643 42.17)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>996.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>41</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>3</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1704"><Owner - Item 21 + 22/B.CL.01 + 02>Taylor</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,978</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BEECH DALY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BLAKELY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,004</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>41</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.18</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2868</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2868 42.18)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,460</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,692,903</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1705"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,179</Structure Number - Item 8/B.ID.01><Structure Name>82023-S11</Structure Name><Facility Carried - Item 7/B.F.03>WARREN AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>294.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>101.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11292</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11292 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>30,010.64</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>76</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,628,604</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.24</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1706"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,833</Structure Number - Item 8/B.ID.01><Structure Name>82251-S30-6</Structure Name><Facility Carried - Item 7/B.F.03>I-75S/I-94E RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94 RELIEF</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>7 3d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>0 Other</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,979</Year Overlaid - B.W.02><Year Painted - B.W.02>1,983</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>359.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05630278</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05630278 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,509.08</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,723</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.59</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1707"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,808</Structure Number - Item 8/B.ID.01><Structure Name>63022-S12-4</Structure Name><Facility Carried - Item 7/B.F.03>M-5 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FARMINGTON RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN FARMINGTON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,956</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>128.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.37597</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.37597 42.46)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,203.34</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>657,304</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>16.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1708"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,263</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HARPER AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON HARRISON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET 15 MILE RD AND I-94</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>84</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.87052</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.87052 42.55)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,980.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>57.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.75</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1709"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,872</Structure Number - Item 8/B.ID.01><Structure Name>63081-S01</Structure Name><Facility Carried - Item 7/B.F.03>J L HUDSON DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.75 MILES N OF M-102</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>113.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21108</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21108 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,102.56</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>57.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>688,602</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1710"><Owner - Item 21 + 22/B.CL.01 + 02>Sterling Heights</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,426</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>RIVERLAND DR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST OF VAN DYKE AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,017</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>105</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02597</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02597 42.61)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,748.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>820,109</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1711"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,096</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SEVEN MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UPPER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>LIVONIA         W/INKSTER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,928</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,004</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.43</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.31939</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.31939 42.43)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,886.04</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,700,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.81</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1712"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,544</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>RUANN DR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE BR CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.14 MI N OF 24 MI RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,950</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>22</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.69</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.03975</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.03975 42.69)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>484</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06 xsi:nil="true" /><LRS Route ID Item 13/B.H.06>816,302</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1713"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,558</Structure Number - Item 8/B.ID.01><Structure Name>82123-S11</Structure Name><Facility Carried - Item 7/B.F.03>I-96 RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LAND</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>0 Other</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,989</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>18</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,236.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>51.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>14</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>4</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>1 Concrete</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>01 Slab</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.213745</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.213745 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>63,664.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,591,903</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.27</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1714"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,433</Structure Number - Item 8/B.ID.01><Structure Name>82112-S08</Structure Name><Facility Carried - Item 7/B.F.03>CHICAGO BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,955</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,994</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>224.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>117.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09465</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09465 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>26,481.44</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>66</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,652</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.5</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1715"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,500</Structure Number - Item 8/B.ID.01><Structure Name>82122-S14</Structure Name><Facility Carried - Item 7/B.F.03>INKSTER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>E LTS OF LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,014</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>167</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>82.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.31421</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.31421 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,760.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>19.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1716"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,367</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>28 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CAMP BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.2 MI E OF ROMEO PLANK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,995</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>25.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.75</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.93496</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.93496 42.75)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,121.28</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,920</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1717"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,337</Structure Number - Item 8/B.ID.01><Structure Name>82081-S05</Structure Name><Facility Carried - Item 7/B.F.03>M-153 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HINES DRIVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DEARBORN HG OVER HINES DR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,022</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>167.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24514</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24514 42.33)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,058.02</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>63.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,924,107</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1718"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,704</Structure Number - Item 8/B.ID.01><Structure Name>82193-S01</Structure Name><Facility Carried - Item 7/B.F.03>LYNDON AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,961</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>110.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>67</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2179</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2179 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,376.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,594,902</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1719"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,128</Structure Number - Item 8/B.ID.01><Structure Name>63191-S18</Structure Name><Facility Carried - Item 7/B.F.03>I-96 RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RAMP FROM M-102</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT I-696</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>193.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.42643</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.42643 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,609.16</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>634,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1720"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,480</Structure Number - Item 8/B.ID.01><Structure Name>82122-B02</Structure Name><Facility Carried - Item 7/B.F.03>I-96</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,003</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>270</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>175.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>10</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26679</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26679 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>47,466</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>169.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,201</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.35</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1721"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,256</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GARFIELD RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI S OF CLINTON R RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>149.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.58</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.95208</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.95208 42.58)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,672.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,703</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1722"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,103</Structure Number - Item 8/B.ID.01><Structure Name>50061-S33-6</Structure Name><Facility Carried - Item 7/B.F.03>SB SERVICE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN THE CITY OF WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,008</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,008</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>174.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04631</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04631 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,624.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,740,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1723"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,059</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JOY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TONQUISH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON/PLYMOUTH T W/LILLY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,928</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>20</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.46265</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.46265 42.35)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>748</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,672,705</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.96</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1724"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,292</Structure Number - Item 8/B.ID.01><Structure Name>82053-B04</Structure Name><Facility Carried - Item 7/B.F.03>US-24 TELEGRAPH RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI S OF M-102</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,000</Year Overlaid - B.W.02><Year Painted - B.W.02>1,967</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>83</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>150.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27864</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27864 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,483.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>141.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,038</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>24.34</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1725"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,458</Structure Number - Item 8/B.ID.01><Structure Name>82112-S29</Structure Name><Facility Carried - Item 7/B.F.03>7 MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>136.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>128.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.43</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18694</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18694 42.43)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,500.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>106</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,700,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.57</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1726"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,713</Structure Number - Item 8/B.ID.01><Structure Name>82193-S10</Structure Name><Facility Carried - Item 7/B.F.03>M-102 LEFT TRN RMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N LIMITS OF DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>126.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21964</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21964 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,421.83</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,003</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1727"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,058</Structure Number - Item 8/B.ID.01><Structure Name>50023-S03</Structure Name><Facility Carried - Item 7/B.F.03>X OVER W/MOUND RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-59</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 WEST OF UTICA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>177.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06193</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06193 42.62)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,143.54</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>37.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,205,539</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1728"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,184</Structure Number - Item 8/B.ID.01><Structure Name>82023-S15</Structure Name><Facility Carried - Item 7/B.F.03>24TH ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,968</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>202</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.103065</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.103065 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,584.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,563</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.27</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1729"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,196</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WB METRO PARKWAY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RED RUN DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI WEST OF UTICA RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>192.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>57.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.97073</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.97073 42.57)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,113.02</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>801,202</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1730"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,050</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GREENFIELD ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROTUNDA DRIVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DEARBORN           N/I-94</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,961</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,985</Year Overlaid - B.W.02><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>108.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>149</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>10</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18687</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18687 42.31)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,226.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>89.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,651,002</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.57</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1731"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,118</Structure Number - Item 8/B.ID.01><Structure Name>63191-S04</Structure Name><Facility Carried - Item 7/B.F.03>I-696 W TO I-275 S</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-5</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ I-96/I-696 INTERCHANGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>281</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43206</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43206 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,668.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>637,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1732"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,279</Structure Number - Item 8/B.ID.01><Structure Name>82052-B03-1</Structure Name><Facility Carried - Item 7/B.F.03>US-24 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>67.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27015</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27015 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,237.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>54</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,038</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.58</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1733"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,203</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>TOLEDO ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SEXTON KILFOIL DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>LINCOLN PARK    S/GODDARD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,958</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>52.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>120.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19429</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19429 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,372.96</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>87.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,688,707</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.58</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1734"><Owner - Item 21 + 22/B.CL.01 + 02>Other Local Agencies</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,734</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SB RMP/TERMINAL DR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ACC'S RD&amp;ROGELL DR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DETROIT METRO AIRPORT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,997</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>199.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.34884</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.34884 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,956.52</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,491</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1735"><Owner - Item 21 + 22/B.CL.01 + 02>Pontiac</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,266</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JOSLYN ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GRAND TRUNK WESTERN RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2 MI S INT JOSLYN &amp; I-75</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,932</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,972</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,013</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>97.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>61.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.67</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28068</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28068 42.67)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,022.87</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>674,110</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.45</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1736"><Owner - Item 21 + 22/B.CL.01 + 02>Beverly Hills</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,220</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>13 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI E OF LAHSER RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,999</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>42</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2575</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2575 42.52)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,680</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>607,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.74</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1737"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,047</Structure Number - Item 8/B.ID.01><Structure Name>50022-B01</Structure Name><Facility Carried - Item 7/B.F.03>M-59 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GLOEDE DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3.1 MI E OF M-53</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,993</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>42</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.95147</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.95147 42.63)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,730</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>820,202</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>18</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1738"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,073</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>E N HINES DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DBN HTS            N/FORD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,023</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>116.25</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.33</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24795</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24795 42.33)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,245.86</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,689,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.79</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1739"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,760</Structure Number - Item 8/B.ID.01><Structure Name>82195-S01</Structure Name><Facility Carried - Item 7/B.F.03>14TH ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,994</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,994</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>6</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>329.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>80.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>6</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>11</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07695</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07695 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>26,515.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>58</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,601</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1740"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,344</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>FAIRCHILD RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI SOUTH OF 25 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>28.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.86399</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.86399 42.7)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,111.08</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>43.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>817,902</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.28</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1741"><Owner - Item 21 + 22/B.CL.01 + 02>Gibraltar</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,994</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>S GIBRALTAR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANK &amp; POET DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GIBRALTAR     E/JEFFERSON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,992</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.09</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20003</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20003 42.09)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>758.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,698,410</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.54</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1742"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,943</Structure Number - Item 8/B.ID.01><Structure Name>63102-S29-8</Structure Name><Facility Carried - Item 7/B.F.03>MOHAWK AVENUE(UTN)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROYAL OAK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,984</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,984</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>180</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.132904</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.132904 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,310</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>21</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,413,937</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1743"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,924</Structure Number - Item 8/B.ID.01><Structure Name>82292-B07</Structure Name><Facility Carried - Item 7/B.F.03>I-275 SB ON RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MCCLAUGHREY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1 MI SW OF WAYNE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,012</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,012</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>54</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.25</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44318</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44318 42.25)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,576.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,600,507</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1744"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,248</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WOODRUFF ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SMITH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BRNTWN/RKWDE/FORT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,981</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.08</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23687</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23687 42.08)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,185.24</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>43</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,694,803</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1745"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,430</Structure Number - Item 8/B.ID.01><Structure Name>82112-S05</Structure Name><Facility Carried - Item 7/B.F.03>EUCLID AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,954</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>143.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08636</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08636 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,281.76</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,583,804</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.94</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1746"><Owner - Item 21 + 22/B.CL.01 + 02>Inkster</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,497</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JOHN DALY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N OF MICHIGAN AVE US12</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,001</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>74.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.30054</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.30054 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,075.15</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,642,902</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.96</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1747"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,301</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GATES ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST MILL LAKE OUTLET</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.1 MI WEST OF VAN DYKE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>58</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.81</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04395</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04395 42.81)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,546.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>822,607</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.84</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1748"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,210</Structure Number - Item 8/B.ID.01><Structure Name>82024-S03</Structure Name><Facility Carried - Item 7/B.F.03>M-1 WOODWARD AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,014</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,014</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>234.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>108.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>13</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0687</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0687 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>25,535.36</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>83</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,591,001</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1749"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,674</Structure Number - Item 8/B.ID.01><Structure Name>82192-B02-5</Structure Name><Facility Carried - Item 7/B.F.03>M-39 NB SERV RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,020</Year Overlaid - B.W.02><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>340</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21414</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21414 42.31)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,430</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,651,008</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.83</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1750"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,139</Structure Number - Item 8/B.ID.01><Structure Name>50111-B01</Structure Name><Facility Carried - Item 7/B.F.03>I-94</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER SPILLWAY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.1 MI SE OF MT CLEMENS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,984</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,984</Year Overlaid - B.W.02><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>276</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>110.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.858635</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.858635 42.57)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>30,525.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>106</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,501</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.99</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1751"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,802</Structure Number - Item 8/B.ID.01><Structure Name>63022-S06</Structure Name><Facility Carried - Item 7/B.F.03>BECK RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN NOVI</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>194</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>200</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.51582</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.51582 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>38,800</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>88</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>656,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.94</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1752"><Owner - Item 21 + 22/B.CL.01 + 02>Other Local Agencies</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,374</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DINGELL RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EUREKA RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.4 MI E OF I-275</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,993</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>167.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>79.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>6 Prestr Conc Contin</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.19</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.36515</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.36515 42.19)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,297.68</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,337</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1753"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,078</Structure Number - Item 8/B.ID.01><Structure Name>63174-S14-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>COOLIDGE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TROY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,020</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>113.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18883</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18883 42.6)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,376.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.26</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1754"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,915</Structure Number - Item 8/B.ID.01><Structure Name>82194-R01-6</Structure Name><Facility Carried - Item 7/B.F.03>RAMP C TO I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>US POE SERV DR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT - GHIB</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>Not Applicable (P)</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,026</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>286.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09871</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09871 42.3)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,672.14</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>41</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>2,000,029</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07 xsi:nil="true" /><Inspection Date Item 90/B.IE.02>2026-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1755"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,859</Structure Number - Item 8/B.ID.01><Structure Name>63051-S01-5</Structure Name><Facility Carried - Item 7/B.F.03>M-1 NB RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-102 (8 MILE RD)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ N LTS OF DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,956</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>119</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.12466</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.12466 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,854</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,598,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1756"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,441</Structure Number - Item 8/B.ID.01><Structure Name>82112-S16</Structure Name><Facility Carried - Item 7/B.F.03>NB TO WB DAVISON</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10 SB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,957</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,971</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>175.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>32</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11146</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11146 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,616</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,289</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1757"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,172</Structure Number - Item 8/B.ID.01><Structure Name>82023-S04</Structure Name><Facility Carried - Item 7/B.F.03>CENTRAL AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,950</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>183.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>57.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.138405</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.138405 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,605.26</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,202</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>10</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1758"><Owner - Item 21 + 22/B.CL.01 + 02>Pontiac</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,766</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WATER STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W OF WOODWARD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28928</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28928 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,032</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06 xsi:nil="true" /><LRS Route ID Item 13/B.H.06>676,009</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1759"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,255</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LOTZ ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WILLOW CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON             S/FORD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>25.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>22</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43371</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43371 42.32)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>569.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,519</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.86</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1760"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,954</Structure Number - Item 8/B.ID.01><Structure Name>82293-B01</Structure Name><Facility Carried - Item 7/B.F.03>I-275 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TONQUISH CR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3.5 MI SE OF PLYMOUTH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.4436</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.4436 42.33)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,949.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>18.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1761"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,063</Structure Number - Item 8/B.ID.01><Structure Name>50023-S07</Structure Name><Facility Carried - Item 7/B.F.03>NB MOUND RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-59</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI. WEST UTICA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>130</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>52.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05187</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05187 42.62)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,825</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>799,110</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1762"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,963</Structure Number - Item 8/B.ID.01><Structure Name>63103-S02</Structure Name><Facility Carried - Item 7/B.F.03>I-696</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N-S SERVICE ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN CITY OF ROYAL OAK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,982</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>77</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>163.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.115005</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.115005 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,581.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>154.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,903,903</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.42</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1763"><Owner - Item 21 + 22/B.CL.01 + 02>Northville</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,511</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>RURAL HILL DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>JOHNSON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI S OF FAIRBROOK ST</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,025</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.43</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.48894</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.48894 42.43)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>838.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,680,220</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.1</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1764"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,594</Structure Number - Item 8/B.ID.01><Structure Name>82123-S46</Structure Name><Facility Carried - Item 7/B.F.03>I-96</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>211.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>154</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09886</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09886 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>32,586.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>148</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.47</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1765"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,317</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HEYDENREICH ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MILLER DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI NORTH OF CASS AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,990</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.917435</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.917435 42.61)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,099.26</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>819,502</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1766"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,777</Structure Number - Item 8/B.ID.01><Structure Name>82195-S20</Structure Name><Facility Carried - Item 7/B.F.03>SECOND BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>155.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>74.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05829</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05829 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,638.26</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,803,905</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1767"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,102</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>RAWSONVILLE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>VAN BUREN/WASH CO  S/I-94</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,982</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>152.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.21</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.543434</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.543434 42.21)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,993.51</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,439,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.52</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1768"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,317</Structure Number - Item 8/B.ID.01><Structure Name>82194-S34-6</Structure Name><Facility Carried - Item 7/B.F.03>TRUCK INSP TO I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NB I-75 RMP TO VERNOR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AMBASSADOR GATEWAY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,007</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>118.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08172</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08172 42.32)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,217.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,920</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1769"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,907</Structure Number - Item 8/B.ID.01><Structure Name>82291-S11</Structure Name><Facility Carried - Item 7/B.F.03>I-94 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROMULUS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,011</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,992</Year Overlaid - B.W.02><Year Painted - B.W.02>1,992</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>360</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>71.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.41196</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.41196 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>25,740</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>68.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,576,405</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.73</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1770"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,443</Structure Number - Item 8/B.ID.01><Structure Name>82112-S18</Structure Name><Facility Carried - Item 7/B.F.03>ROSA PARKS BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,957</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,995</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>140.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>67.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.118065</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.118065 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,546.74</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,584,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1771"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,291</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MARTINSVILLE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BIG SWAN CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SUMPTER            N/JUDD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.15</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.46107</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.46107 42.15)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,040.52</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.27</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-02-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1772"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,214</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WARNER STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GREEN LAKE CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTH OF COMMERCE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,961</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>46.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>11.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.42377</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.42377 42.6)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>553.42</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>10.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>661,101</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.43</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1773"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,956</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DIAMANTE DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GLOEDE DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI E OF GAVIOTA LANE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,016</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>20</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.66</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.963165</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.963165 42.66)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>560</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>5,499,890</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1774"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,984</Structure Number - Item 8/B.ID.01><Structure Name>63111-S01-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 BL SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>OPDYKE ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S LTS OF PONTIAC</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,004</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>153.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>5</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24787</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24787 42.6)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,895.77</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>61</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>625,912</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1775"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,093</Structure Number - Item 8/B.ID.01><Structure Name>50061-S26</Structure Name><Facility Carried - Item 7/B.F.03>BUNERT RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>196</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.977425</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.977425 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,014.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>805,804</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1776"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,908</Structure Number - Item 8/B.ID.01><Structure Name>82291-S13</Structure Name><Facility Carried - Item 7/B.F.03>I-275 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NORTHLINE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROMULUS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,997</Year Overlaid - B.W.02><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>201.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.21</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.39241</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.39241 42.21)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,379.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1777"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,061</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>EAST VIEW DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GLODE DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 M W OF GARFIELD RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,001</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>47.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.95849</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.95849 42.64)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,390.21</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,211,011</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1778"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,399</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MT VERNON RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TRIBUTARY OF STONEY CRK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI S OF 31 MI RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,007</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.78</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.088165</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.088165 42.78)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,536.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>816,905</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1779"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,913</Structure Number - Item 8/B.ID.01><Structure Name>63102-B01-3</Structure Name><Facility Carried - Item 7/B.F.03>I-696 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,023</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>162.82</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>88.25</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27859</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27859 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,368.87</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>84.88</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.93</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1780"><Owner - Item 21 + 22/B.CL.01 + 02>Westland</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,523</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ANN ARBOR TRAIL</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE RIVER ROUGE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WESTLAND</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>67.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.37286</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.37286 42.35)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,388.21</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>37.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,604,508</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1781"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,017</Structure Number - Item 8/B.ID.01><Structure Name>63172-S12-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTONVILLE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.1 MI SE OF M-15</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,988</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,983</Year Overlaid - B.W.02><Year Painted - B.W.02>1,988</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>162</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.72</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.3493</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.3493 42.72)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,044</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>58.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>27.88</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1782"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,597</Structure Number - Item 8/B.ID.01><Structure Name>82123-S49</Structure Name><Facility Carried - Item 7/B.F.03>WARREN AV ENT RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,005</Year Overlaid - B.W.02><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>166.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.097206</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.097206 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,600.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,582,008</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1783"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,644</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NOVI ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TRIB TO INGERSOL CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NOVI TWP SEC 26/27</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,960</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.45</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.47405</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.47405 42.45)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,398</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>621,910</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.97</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1784"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,483</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>RIDGE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>RIDGE S OF MCNICHOLS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,009</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>74</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26987</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26987 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,634.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>23</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,141</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1785"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,385</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WOLCOTT ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N BRANCH CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI NORTH OF 29 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,014</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>100</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.77</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.92679</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.92679 42.77)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,300</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>817,008</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.39</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1786"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,189</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>TOLEDO ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ALLEN ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BRWNTWNS/PENNSYLVANIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,019</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,019</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>197.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>91.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.18</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22784</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22784 42.18)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,098.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>84</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,688,707</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1787"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,226</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>29 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SALT RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI W OF GRATIOT US-25</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>32</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.76</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.765686</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.765686 42.76)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,385.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>815,710</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.87</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1788"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,155</Structure Number - Item 8/B.ID.01><Structure Name>50111-S11</Structure Name><Facility Carried - Item 7/B.F.03>11 MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W LTS OF ST CLAIR SHORES</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>205.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.91695</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.91695 42.5)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,111.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>806,006</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1789"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,017</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PENNSYLVANIA ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BLAKELY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BROWNSTN/TAYLOR E/INKSTER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,014</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>29.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.18</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.302864</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.302864 42.18)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,196</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,307</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.82</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1790"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,015</Structure Number - Item 8/B.ID.01><Structure Name>50011-S07</Structure Name><Facility Carried - Item 7/B.F.03>M-59 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-53</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>M-59 EB OV M-53</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>234</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>76.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.01263</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.01263 42.63)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,807.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>820,202</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1791"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,350</Structure Number - Item 8/B.ID.01><Structure Name>82102-B01</Structure Name><Facility Carried - Item 7/B.F.03>M-14</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI WEST OF PLYMOUTH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,006</Year Overlaid - B.W.02><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>117.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>132.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.46674</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.46674 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,580.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>117</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,205</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.76</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1792"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,371</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>28 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TUPPER BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI WEST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.75</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.88943</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.88943 42.75)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>908.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,920</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.55</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1793"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,898</Structure Number - Item 8/B.ID.01><Structure Name>63101-S01</Structure Name><Facility Carried - Item 7/B.F.03>M-5  (OLD M-102)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696 EB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@I-96 (I-696 EB)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,008</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>235.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43935</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43935 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,380.49</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>657,304</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1794"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,850</Structure Number - Item 8/B.ID.01><Structure Name>63043-S13</Structure Name><Facility Carried - Item 7/B.F.03>M-59 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>JOHN R RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.0 MI W OF UTICA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>117.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11115</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11115 42.63)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,060.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>65.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>677,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.24</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1795"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,363</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LAFAYETTE STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CONRAIL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>LAFAYETTE AT TWELFTH ST</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,984</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,016</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,984</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>125.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>79</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06692</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06692 42.32)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,898.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>57</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,963</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.55</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1796"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,138</Structure Number - Item 8/B.ID.01><Structure Name>82022-S32</Structure Name><Facility Carried - Item 7/B.F.03>RAMP FROM US-12EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,948</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,005</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>259.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.16229</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.16229 42.32)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,837.76</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,102</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1797"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,695</Structure Number - Item 8/B.ID.01><Structure Name>82192-S17</Structure Name><Facility Carried - Item 7/B.F.03>SCHOOLCRAFT AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,961</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>108.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>138.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.217545</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.217545 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,983.85</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>118</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,258</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.92</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1798"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,198</Structure Number - Item 8/B.ID.01><Structure Name>63172-S03</Structure Name><Facility Carried - Item 7/B.F.03>UNIVERSITY DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.6 MI N OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,015</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>229</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>84.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.67</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24119</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24119 42.67)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>19,304.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>624,301</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1799"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,165</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>10 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET TELEGRAPH AND BEECH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,995</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>70.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.288574</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.288574 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,537.29</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>68.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>633,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1800"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,168</Structure Number - Item 8/B.ID.01><Structure Name>50111-S25</Structure Name><Facility Carried - Item 7/B.F.03>SHOOK RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N OF ST CLAIR SHORES</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>219</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.86006</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.86006 42.56)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,636</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,211,898</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.51</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1801"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,038</Structure Number - Item 8/B.ID.01><Structure Name>63173-S08</Structure Name><Facility Carried - Item 7/B.F.03>LAHRING RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.2 MI SE OF GENESEE COL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>214</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.84</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.58485</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.58485 42.84)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,612.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>651,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.35</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1802"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,005</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GROSSE ILE PARKWAY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ELIZABETH PARK CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>TRENTON       E/JEFFERSON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,931</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>51.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>12 Arch- Thru</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.13</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18372</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18372 42.13)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,377.62</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,692,407</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1803"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,070</Structure Number - Item 8/B.ID.01><Structure Name>50051-B02</Structure Name><Facility Carried - Item 7/B.F.03>M-3 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN MT CLEMENS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,011</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>270</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.58</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.88248</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.88248 42.58)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,228</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>833,209</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.65</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1804"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,342</Structure Number - Item 8/B.ID.01><Structure Name>82091-S01</Structure Name><Facility Carried - Item 7/B.F.03>OLD M-39-SCHAEFER</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ENT TO FORD PLANT</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,957</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,994</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>171</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>118.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.174774</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.174774 42.3)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>20,246.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>104</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,704,975</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.22</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1805"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,938</Structure Number - Item 8/B.ID.01><Structure Name>63102-S25</Structure Name><Facility Carried - Item 7/B.F.03>SB WOODWARD SERV</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT I-696 &amp; WOODWARD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>185.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14566</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14566 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,291.56</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>37</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,903,609</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.48</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1806"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,144</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SASHABAW RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET WALTON AND PELTON RDS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,928</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.71</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.37556</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.37556 42.71)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,473.68</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>6,200,147</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.93</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>3</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>3</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1807"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,272</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SWAN DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SWAN CHANNEL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GROSSE ILE  W/S POINTE DR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,956</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,995</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>87.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>10 Truss- Thru and Pony</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>1</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.1</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.173256</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.173256 42.1)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,223.87</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,690,901</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>3</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1808"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,974</Structure Number - Item 8/B.ID.01><Structure Name>63103-S13</Structure Name><Facility Carried - Item 7/B.F.03>10 MI RD CONNECTOR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN MADISON HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>241.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.09063611</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.09063611 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,201.15</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>660,108</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1809"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,135</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HAGGERTY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TONQUISH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON           N/WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44469</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44469 42.34)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,677.36</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,524</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.8</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1810"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,363</Structure Number - Item 8/B.ID.01><Structure Name>82102-S10</Structure Name><Facility Carried - Item 7/B.F.03>ROBINWOOD DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-14</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI NORTH OF PLYMOUTH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>181</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.455666</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.455666 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,674.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,689,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1811"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,159</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DEQUINDRE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GIBSON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET WATTLES AND LONG LK R</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.089676</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.089676 42.59)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,926.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>799,402</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.65</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1812"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,394</Structure Number - Item 8/B.ID.01><Structure Name>82111-S05</Structure Name><Facility Carried - Item 7/B.F.03>CHRYSLER DR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-375</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,016</Year Overlaid - B.W.02><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>111.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>69</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.035995</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.035995 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,686.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,704,921</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1813"><Owner - Item 21 + 22/B.CL.01 + 02>Sterling Heights</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,429</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DODGE PARK RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>STERLING RELIEF DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MILE N OF 15 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,978</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>64</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>23</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.00999</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.00999 42.56)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,472</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>812,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.63</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1814"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,195</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>FOURTEEN MILE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANKLIN RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST OF FRANKLIN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,961</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>29.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.53</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.30416944</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.30416944 42.53)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>894.01</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>5,499,983</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.71</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>4</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1815"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,979</Structure Number - Item 8/B.ID.01><Structure Name>82293-S16</Structure Name><Facility Carried - Item 7/B.F.03>I-275 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>KOPPERNICK RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1 MI W OF LIVONIA LTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>98.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>56.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44224</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44224 42.34)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,565.25</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,610</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>18.6</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1816"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,545</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>30 MI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SALT RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.41 MI W OF LOW PLANK RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,983</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>25.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>8 Gravel</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.78</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.78099</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.78099 42.78)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>714</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06 xsi:nil="true" /><LRS Route ID Item 13/B.H.06>5,500,978</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.74</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1817"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,262</Structure Number - Item 8/B.ID.01><Structure Name>82025-S16-2</Structure Name><Facility Carried - Item 7/B.F.03>MOROSS RD SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>163.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>69.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.92874</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.92874 42.42)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,395.95</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,319</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1818"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,322</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LAKESHORE DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CHANNEL TO LAKE ST CLAIR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI SOUTH OF HURON PT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,016</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>60</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.58</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.78623056</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.78623056 42.58)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,058</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>31.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>832,302</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.81</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1819"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,088</Structure Number - Item 8/B.ID.01><Structure Name>50061-S19</Structure Name><Facility Carried - Item 7/B.F.03>LFT TRN LANE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN &amp; CENTERLINE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,007</Year Overlaid - B.W.02><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>196</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02643</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02643 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,800.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>41.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,280</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1820"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,033</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>DENTON ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BELLEVILLE LK HURON RIVR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BELLEVILLE W/BELLEVILL RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,947</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,958</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>104</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.21</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.49498</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.49498 42.21)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,036.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>22</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,675,103</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.57</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>K</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1821"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,545</Structure Number - Item 8/B.ID.01><Structure Name>82123-R05-5</Structure Name><Facility Carried - Item 7/B.F.03>ON RAMP @ GRNFLD.</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LAND</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>0 Other</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,993</Year Overlaid - B.W.02><Year Painted - B.W.02>1,993</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>355</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1999</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1999 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,922</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,590,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1822"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,090</Structure Number - Item 8/B.ID.01><Structure Name>63174-S21-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MAPLE RD, 15 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TROY (OVER MAPLE RD)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,020</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>113.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1169</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1169 42.55)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,376.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.43</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1823"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,284</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CALLENS RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SALT RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 SOUTH OF 23 MILE ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,983</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>129.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.67</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.77439</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.77439 42.67)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,416.83</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>814,710</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1824"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,148</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>VENOY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WAYNE          N/MICHIGAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,937</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,981</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>50.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.363396</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.363396 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,305.77</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>35.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,599,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.22</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1825"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,001</Structure Number - Item 8/B.ID.01><Structure Name>63172-S02-3</Structure Name><Facility Carried - Item 7/B.F.03>FEATHERSTONE RD EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI N.OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,990</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>440</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.65</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2381</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2381 42.65)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>19,404</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>616,508</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.56</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1826"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,077</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>FIVE MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UPPER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>REDFORD      E/BEECH-DALY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,978</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>93.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>84.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28603</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28603 42.4)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,907.34</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,579,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.47</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1827"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,272</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MUELLER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BROWN DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>ORION TWP SEC 29</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,998</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.73</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.299255</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.299255 42.73)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>616</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>669,420</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1828"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,210</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WEST RIVER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>THOROFARE CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>GROSSE ILE N/GROSS I PKWY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,935</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,995</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,990</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>95.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.13</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.17217</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.17217 42.13)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,119.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,691,206</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.33</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1829"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,380</Structure Number - Item 8/B.ID.01><Structure Name>82104-S08</Structure Name><Facility Carried - Item 7/B.F.03>GODDARD AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-8</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>216.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>59.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07283</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07283 42.41)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,860.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>37</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,591,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.46</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1830"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,315</Structure Number - Item 8/B.ID.01><Structure Name>82062-S03</Structure Name><Facility Carried - Item 7/B.F.03>GREENFIELD RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>US-12</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,961</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>170.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>143</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>9</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19484</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19484 42.32)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>24,381.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>124.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,651,002</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.42</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1831"><Owner - Item 21 + 22/B.CL.01 + 02>Other Local Agencies</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,365</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MIDFIELD RMP A, A2</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDFIELD RAMP B2</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>MIDFIELD TERMINIAL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>39</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>2,503.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>39</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>03 Gir-Flr Bm Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.21</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.35761</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.35761 42.21)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>82,625.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,997</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>2</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1832"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,969</Structure Number - Item 8/B.ID.01><Structure Name>82293-S06</Structure Name><Facility Carried - Item 7/B.F.03>PLYMOUTH RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI W OF LIVONIA LTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,012</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>228</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43629</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43629 42.37)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,504</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,680,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.24</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1833"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,562</Structure Number - Item 8/B.ID.01><Structure Name>82123-S14</Structure Name><Facility Carried - Item 7/B.F.03>SCHAEFER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 (JEFFRIES FRWY)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,023</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,991</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>286.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>81.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>12</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.17835</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.17835 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>23,304.82</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>59</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,528</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.47</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-01-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>19</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1834"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,245</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SB MOUND RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PLUM BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI N OF 18 MILE RD.</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,991</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>70.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.05097</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.05097 42.6)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,393.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>54</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>812,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1835"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,540</Structure Number - Item 8/B.ID.01><Structure Name>82123-R01</Structure Name><Facility Carried - Item 7/B.F.03>SB TO WB TURN RDWY</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CSX RR &amp; FULLERTON AVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>4 Highway-railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,975</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,987</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>278.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21797</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21797 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,054.43</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,591,902</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1836"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,269</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NORTH AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>E B COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.8 MI NORTH OF 33 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>44.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.83</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.88465</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.88465 42.83)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,953.55</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,817,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1837"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,735</Structure Number - Item 8/B.ID.01><Structure Name>82194-S07</Structure Name><Facility Carried - Item 7/B.F.03>SPRINGWELLS AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,021</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>163.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>96.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.3</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11933</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11933 42.3)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,797.76</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>51</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,589,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.77</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1838"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,363</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>27 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HEALY BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>100 FT E OF ROMEO PLANK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.73</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.957924</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.957924 42.73)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>576.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>819,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.98</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>4</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1839"><Owner - Item 21 + 22/B.CL.01 + 02>Armada</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,411</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NORTH FULTON ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>E BR COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.25 MI S OF ARMADACENTER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,995</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>52.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.85</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.88481</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.88481 42.85)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,241.75</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,817,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>15.4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1840"><Owner - Item 21 + 22/B.CL.01 + 02>Allen Park</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,308</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>REECK ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SEXTON-KILFOIL DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,960</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,024</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>38</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>A HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.219734</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.219734 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,778.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>33.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,662,707</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.59</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1841"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,173</Structure Number - Item 8/B.ID.01><Structure Name>50111-S28-4</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>JOY RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.5 MI SW OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,980</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,006</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>131.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>54.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.61</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.85616</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.85616 42.61)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,235.82</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>51.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,502</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.91</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>19</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1842"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,504</Structure Number - Item 8/B.ID.01><Structure Name>82122-S18</Structure Name><Facility Carried - Item 7/B.F.03>FENTON ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN REDFORD TWP</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>206.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.280815</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.280815 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,994.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,408</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1843"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,917</Structure Number - Item 8/B.ID.01><Structure Name>63102-S01</Structure Name><Facility Carried - Item 7/B.F.03>US-24 NB TO 696 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10 SB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,988</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,988</Year Overlaid - B.W.02><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>1,575.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28179</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28179 42.49)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>42,386.33</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>23</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,903,806</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1844"><Owner - Item 21 + 22/B.CL.01 + 02>Armada</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,413</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BURK STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST BR OF COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SEC 23 ARMADA TWP</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,982</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>36.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.85</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.88352</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.88352 42.85)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,422.34</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>824,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.79</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1845"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,876</Structure Number - Item 8/B.ID.01><Structure Name>63081-S05</Structure Name><Facility Carried - Item 7/B.F.03>M-39 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>272.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.46</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21941</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21941 42.46)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,843.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>710,703</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.9</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1846"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,245</Structure Number - Item 8/B.ID.01><Structure Name>82025-S01</Structure Name><Facility Carried - Item 7/B.F.03>M-3 (GRATIOT)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,018</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>236.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>128.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.00627</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.00627 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>30,435.44</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>90</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,788</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.9</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1847"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,572</Structure Number - Item 8/B.ID.01><Structure Name>82123-S25-3</Structure Name><Facility Carried - Item 7/B.F.03>OAKMAN BLVD EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96 (JEFFRIES FRWY)</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,009</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>233</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>50.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14613</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14613 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,859.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,709</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.9</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1848"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,059</Structure Number - Item 8/B.ID.01><Structure Name>63174-S03-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>12 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN MADISON HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,023</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>170</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.115</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.115 42.5)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,529</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1849"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,354</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CHAPMAN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI EAST OF NORTH AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,016</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>48</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.87243889</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.87243889 42.7)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,363.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>818,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1850"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,437</Structure Number - Item 8/B.ID.01><Structure Name>82112-S12</Structure Name><Facility Carried - Item 7/B.F.03>M-8 EB DAVISON</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10 SB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT OVER M-10 SB</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,956</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>219.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>47.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.1101</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.1101 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,433.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,702,009</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.69</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1851"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,709</Structure Number - Item 8/B.ID.01><Structure Name>82193-S06</Structure Name><Facility Carried - Item 7/B.F.03>OUTER DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,991</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,963</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>104</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>134</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21881</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21881 42.42)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,936</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>96</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,584,506</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.67</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1852"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,201</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MARTINDALE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NOVI-LYON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SOUTH OF TRAVIS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,025</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>30</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.63878</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.63878 42.5)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>810</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>656,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.34</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1853"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,808</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>INDIAN VIEW DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WATERFORD TWP SEC 11</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,995</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>31.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.69</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.3564</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.3564 42.69)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>923.35</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>699,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1854"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,469</Structure Number - Item 8/B.ID.01><Structure Name>82112-S36</Structure Name><Facility Carried - Item 7/B.F.03>LIVERNOIS AV UTURN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,987</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>115.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14183</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14183 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,090.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,289</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1855"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,065</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WILCOX &amp; HINES DR</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>PLYMOUTH TW N/PLYMOUTH RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,933</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>72.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.45711</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.45711 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,309.39</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>86</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,779</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>24.61</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1856"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,489</Structure Number - Item 8/B.ID.01><Structure Name>82122-S03</Structure Name><Facility Carried - Item 7/B.F.03>LEVAN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,014</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>178.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>76.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.402176</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.402176 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,637.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,604,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.17</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1857"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,273</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BRIDGEVIEW</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON R &amp; OLD N R RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BETWEEN N&amp;S RIVER ROADS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>6 Highway-waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,009</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,009</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>349</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.82598</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.82598 42.6)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,856.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>831,906</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.37</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1858"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,288</Structure Number - Item 8/B.ID.01><Structure Name>82053-B02-1</Structure Name><Facility Carried - Item 7/B.F.03>US-24 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE R</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>124</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27331</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27331 42.34)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,258.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,700,038</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>17.61</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1859"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,055</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WARREN AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>E N HINES DRIVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DBN HTS W/ANN ARBOR TRAIL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,957</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,985</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>73.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>78</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>07 Frame- Rigid exc Culv</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26318</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26318 42.34)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,756.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,470</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>14.91</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1860"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,119</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NORTHVILLE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>PLYMOUTH T S/E N HINES DR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,921</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,953</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>67.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.46261</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.46261 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,257.33</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,679,402</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1861"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,180</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ELIZABETH LAKE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET AIRPORT AND CRESCENT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>42</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.65</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.403305</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.403305 42.65)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,831.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>630,906</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1862"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,218</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>26 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.5MI W OF GRATIOT US-25</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,012</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>50.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.72</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.84779</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.84779 42.72)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,028</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>816,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.42</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1863"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,881</Structure Number - Item 8/B.ID.01><Structure Name>82271-S01</Structure Name><Facility Carried - Item 7/B.F.03>US-24-I-75 CONN SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RACHO RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TAYLOR OVER RACHO RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>143.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.19</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24782</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24782 42.19)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,209.22</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,578,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>18</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1864"><Owner - Item 21 + 22/B.CL.01 + 02>Milford</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,242</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HURON RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HURON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST OF MILFORD RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,977</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,014</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>85</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.59674</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.59674 42.59)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,680.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>31.8</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>660,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.44</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>4</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1865"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,470</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HARBOR AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CANAL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>HARBOR ISLAND</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,984</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>40</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>37.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.93663</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.93663 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,508</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,714,602</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1866"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,990</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HURON RIVER DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SMITH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>ROCKWOOD      W/JEFFERSON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,989</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,989</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.07</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22879</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22879 42.07)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,118.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>43</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,009</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.22</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1867"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,006</Structure Number - Item 8/B.ID.01><Structure Name>50011-B03</Structure Name><Facility Carried - Item 7/B.F.03>M-53</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BEAVER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>63</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>98.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>7</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.53</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02926</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02926 42.53)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,230.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>86.6</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>799,108</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.85</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1868"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,207</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>21 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LEWIS DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI EAST OF HAYES ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,975</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.965225</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.965225 42.64)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>678.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>817,708</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.74</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1869"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,613</Structure Number - Item 8/B.ID.01><Structure Name>82125-S03</Structure Name><Facility Carried - Item 7/B.F.03>SEVEN MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,986</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>307</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>84.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.43</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.42408</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.42408 42.43)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>25,910.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,700,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.43</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1870"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,122</Structure Number - Item 8/B.ID.01><Structure Name>63191-S07</Structure Name><Facility Carried - Item 7/B.F.03>I-96 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-5</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ I-96/I-696 INTERCHANGE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,006</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>261.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.42813</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.42813 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,628.36</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>639,107</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.33</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-12-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1871"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,117</Structure Number - Item 8/B.ID.01><Structure Name>50062-S03-2</Structure Name><Facility Carried - Item 7/B.F.03>M-3 SB GRATIOT AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROSEVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>190</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.93869</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.93869 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,483</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,203</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1872"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,653</Structure Number - Item 8/B.ID.01><Structure Name>82191-S11</Structure Name><Facility Carried - Item 7/B.F.03>SIBLEY RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.8 MI S OF TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,006</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>200</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>83.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.17</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.243095</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.243095 42.17)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>16,660</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>80</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,607,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.22</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1873"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,024</Structure Number - Item 8/B.ID.01><Structure Name>50013-B01</Structure Name><Facility Carried - Item 7/B.F.03>M-53 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE BR CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>5.6 MI N OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,001</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>104.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>45.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.71</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02606</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02606 42.71)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,741.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>813,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.47</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1874"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,832</Structure Number - Item 8/B.ID.01><Structure Name>63043-B04</Structure Name><Facility Carried - Item 7/B.F.03>M-59 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>E LTS OF PONTIAC</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,967</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>127.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.25991</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.25991 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,405.94</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>648,906</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>22.73</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1875"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,426</Structure Number - Item 8/B.ID.01><Structure Name>82112-S01</Structure Name><Facility Carried - Item 7/B.F.03>MILWAUKEE AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,949</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,995</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,995</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>110.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>69.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.080894</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.080894 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,660.44</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,705</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1876"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,165</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>INKSTER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BLAKELY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BROWNSTOWN/HURON S/PENNSL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,940</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,970</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,970</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.18</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.305984</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.305984 42.18)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>984</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1877"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,764</Structure Number - Item 8/B.ID.01><Structure Name>82195-S05</Structure Name><Facility Carried - Item 7/B.F.03>TRUMBULL AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,995</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,995</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>6</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>330.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>102.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>6</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>12</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.06848</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.06848 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>33,832.96</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,506</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.74</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1878"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,359</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HAYES ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE BR CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI SOUTH OF 26 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,972</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>73.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.71</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.976654</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.976654 42.71)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,516.58</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,921</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>9.68</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1879"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,515</Structure Number - Item 8/B.ID.01><Structure Name>82194-S38</Structure Name><Facility Carried - Item 7/B.F.03>RAMP B FROM I-75 N</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LIVERNOIS AVE &amp; FORT ST</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT LIVERNOIS AND FORT ST</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,026</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>457</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>0</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.31</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10329</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10329 42.31)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,828.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>2,000,022</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.31</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1880"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,577</Structure Number - Item 8/B.ID.01><Structure Name>82123-S29</Structure Name><Facility Carried - Item 7/B.F.03>WEST CHICAGO AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,001</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>174</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.13976</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.13976 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,892.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>51.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,581,803</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1881"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,964</Structure Number - Item 8/B.ID.01><Structure Name>82293-S01</Structure Name><Facility Carried - Item 7/B.F.03>WARREN RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>3 MI SE OF PLYMOUTH</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,012</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,012</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>325.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>69.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.44295</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.44295 42.33)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>22,545.36</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,470</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.37</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1882"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,830</Structure Number - Item 8/B.ID.01><Structure Name>63043-B01</Structure Name><Facility Carried - Item 7/B.F.03>UNIVERSITY DR(CONN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON R</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN PONTIAC (UNDR M-59 WB)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>221.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>35.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.64</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2805</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2805 42.64)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,767.63</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>31</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>677,605</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.13</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1883"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,128</Structure Number - Item 8/B.ID.01><Structure Name>82022-S18</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PELHAM RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W LTS OF ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,975</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>125.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>87.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.23172</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.23172 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,980.04</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>84.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,588,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>16.72</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1884"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,116</Structure Number - Item 8/B.ID.01><Structure Name>50062-S03-1</Structure Name><Facility Carried - Item 7/B.F.03>M-3 NB GRATIOT AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ROSEVILLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,006</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,000</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>190</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.938255</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.938255 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,483</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>53.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>804,806</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.41</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1885"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,524</Structure Number - Item 8/B.ID.01><Structure Name>82122-S36</Structure Name><Facility Carried - Item 7/B.F.03>LFT TRN W OF LEVAN</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,014</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>176</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>26.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.40484</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.40484 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,646.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,804,002</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1886"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,221</Structure Number - Item 8/B.ID.01><Structure Name>82024-S14</Structure Name><Facility Carried - Item 7/B.F.03>BURNS AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,022</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>185</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.01412</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.01412 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,248</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,906</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1887"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,114</Structure Number - Item 8/B.ID.01><Structure Name>82022-S04-4</Structure Name><Facility Carried - Item 7/B.F.03>I-94 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MERRIMAN RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.9 MI W OF TAYLOR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,993</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>144.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>109.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.24</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.34172</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.34172 42.24)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,855.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>103.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,588,802</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.55</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1888"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,098</Structure Number - Item 8/B.ID.01><Structure Name>50061-S32</Structure Name><Facility Carried - Item 7/B.F.03>SB SERVICE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RAMPS A&amp;F OFF I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,008</Year Overlaid - B.W.02><Year Painted - B.W.02>2,008</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>157</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>49.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.49</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0467</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0467 42.49)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,834.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,740,303</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.44</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1889"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,979</Structure Number - Item 8/B.ID.01><Structure Name>63103-S18</Structure Name><Facility Carried - Item 7/B.F.03>I-696 RAMP EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75 &amp; RAMPS TO I-75 NB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@I-75</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,007</Year Overlaid - B.W.02><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>322</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11205</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11205 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,466.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>16</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,738,903</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>K</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1890"><Owner - Item 21 + 22/B.CL.01 + 02>Lincoln Park</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,501</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HOWARD STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SEXTON KILFOIL DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,956</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,994</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>48.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.18644</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.18644 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,053.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,660,201</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.05</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1891"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,169</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>INKSTER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>E N HINES DRIVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DBNHTS/WESTLDS/JOY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,953</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,988</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>74.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>07 Frame- Rigid exc Culv</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.31256</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.31256 42.35)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,594.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,404</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>16.7</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1892"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,798</Structure Number - Item 8/B.ID.01><Structure Name>63022-S02-4</Structure Name><Facility Carried - Item 7/B.F.03>I-96WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MILFORD RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.9 MI E OF LIVINGSTON CO</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,957</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,011</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,994</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>170.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>79.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.61613</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.61613 42.52)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,564.94</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>76.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>657,304</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.85</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1893"><Owner - Item 21 + 22/B.CL.01 + 02>Dearborn Height</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,325</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BEECH-DALY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN HEIGHTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>42</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28955</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28955 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,032.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,692,903</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1894"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,823</Structure Number - Item 8/B.ID.01><Structure Name>82251-S22</Structure Name><Facility Carried - Item 7/B.F.03>I-94 W-S RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94EB TO I-75NB RAMP</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,964</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,007</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,964</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>165</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>1</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.37</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.0596</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.0596 42.37)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,286.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>34.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,703</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.33</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1895"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,306</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MCVICAR ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST POND CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT MCVICAR AND 33 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,955</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,021</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>2 M 13.5 (H 15)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.82</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.00947</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.00947 42.82)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>678.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>23</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,208,305</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.54</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>3</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1896"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,283</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>EDENDERRY DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>JOHNSON DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTHVILLE T S/SEVEN MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,965</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.42</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.495514</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.495514 42.42)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,385.46</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,689,805</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.3</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1897"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,814</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WAYNE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TONQUISH CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>WESTLAND S/ JOY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,025</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>90</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05 xsi:nil="true" /><Longitude - Item 17/B.L.06 xsi:nil="true" /><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference /><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,922</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,719,470</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.34</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>9</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1898"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,654</Structure Number - Item 8/B.ID.01><Structure Name>50022-B06</Structure Name><Facility Carried - Item 7/B.F.03>M-59 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>N BR CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.7 MILES W OF M-97</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,996</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>230</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>64.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.63</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.888824</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.888824 42.63)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,812</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>55.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>820,202</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.35</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>18</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1899"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,684</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MANOR ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>E OF HUNTER BLOOMFIELD TS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,018</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>23</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21642</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21642 42.56)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>529</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>19.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>615,109</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.32</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1900"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,239</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LILLEY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WILLOW CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTH OF FORD RD(M-153)</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,007</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.458786</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.458786 42.33)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>838.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>38.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,390</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1901"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,288</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>34 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>NORTH BRANCH CLINTON R</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.1 MI EAST OF VAN DYKE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,991</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>56.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.83</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.98091</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.98091 42.83)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,459.44</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>821,608</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.09</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1902"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,295</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>MARTINSVILLE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLARK &amp; MOREY DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SUMPTERS/ARKONA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.1</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.459816</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.459816 42.1)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>597.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.57</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1903"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,447</Structure Number - Item 8/B.ID.01><Structure Name>82112-S22</Structure Name><Facility Carried - Item 7/B.F.03>GREENLAWN AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,955</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,982</Year Overlaid - B.W.02><Year Painted - B.W.02>1,971</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>162.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>67.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.150604</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.150604 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,033.75</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,584,602</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1904"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,492</Structure Number - Item 8/B.ID.01><Structure Name>82122-S06</Structure Name><Facility Carried - Item 7/B.F.03>FARMINGTON RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,014</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>178.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>82.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.372925</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.372925 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,708.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,690,602</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.23</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1905"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,601</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>OXBOW LAKE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>CLINTON RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SOUTH OF SCOUT TRAIL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,007</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>33</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.49067</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.49067 42.62)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>825</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>630,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1906"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,787</Structure Number - Item 8/B.ID.01><Structure Name>82211-B02-1</Structure Name><Facility Carried - Item 7/B.F.03>M-85 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANK &amp; POET DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TRENTON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,958</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,016</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>55</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>04 Tee Beam</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.12</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20336</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20336 42.12)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,530</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.8</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1907"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,634</Structure Number - Item 8/B.ID.01><Structure Name>82191-C04</Structure Name><Facility Carried - Item 7/B.F.03>I-75</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BROWNSTOWN CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>4.2 MI N OF N HURON RI DR</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,006</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>123</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.13</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.24117</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.24117 42.13)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,755.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,010</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1908"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,106</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BECK ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FELLOWS CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON T           N/FORD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,993</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,993</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>31.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>50.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.50723</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.50723 42.32)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,596.36</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,603</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.71</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1909"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,209</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CLARKSTON RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT KERN RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,958</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,985</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>18</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.77</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21788</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21788 42.77)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>484.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>18</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,400,096</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1910"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,099</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BASE LINE/NOVI RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTHVILLE       E/CENTER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,960</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>48</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>67.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.47605</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.47605 42.44)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,259.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,412,702</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.86</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>5</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1911"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,928</Structure Number - Item 8/B.ID.01><Structure Name>63102-S12</Structure Name><Facility Carried - Item 7/B.F.03>U-TURN W.OF GRNFLD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>154.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20315</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20315 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,375.03</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,413,508</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-02-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>17</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1912"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,329</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BROUGHTON RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MCBRIDE DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI S OF 25 MILE RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,001</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>20</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>4 Low Slump Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.7</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.9211</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.9211 42.7)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>480</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,211,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.34</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-08-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1913"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,781</Structure Number - Item 8/B.ID.01><Structure Name>82195-S26</Structure Name><Facility Carried - Item 7/B.F.03>JOHN R</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,998</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,998</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>160.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>83.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.050316</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.050316 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,416.38</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,705,731</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1914"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,313</Structure Number - Item 8/B.ID.01><Structure Name>82194-S30</Structure Name><Facility Carried - Item 7/B.F.03>SB I-75 EXIT RAMP</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EB I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AMBASSADOR GATEWAY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,007</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,007</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>227.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08282</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08282 42.32)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,166.25</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,927</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.2</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1915"><Owner - Item 21 + 22/B.CL.01 + 02>Birmingham</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,232</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NORTHLAWN BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI W OF SOUTHFIELD RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,961</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,008</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,008</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>55.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.54</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.230156</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.230156 42.54)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,148.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>611,105</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.82</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1916"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,063</Structure Number - Item 8/B.ID.01><Structure Name>63174-S05-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>14 MILE RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>N LTS OF MADISON HTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,020</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>156</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>73.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.53</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.11625</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.11625 42.53)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,512.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>70.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>646,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.39</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>9</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>9</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1917"><Owner - Item 21 + 22/B.CL.01 + 02>Warren</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,434</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>THIRTEEN MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BEAR CREEK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI E OF VAN DYKE AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,959</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>43</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.52</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02661</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02661 42.52)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,638.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>803,410</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.11</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1918"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,741</Structure Number - Item 8/B.ID.01><Structure Name>82194-S13</Structure Name><Facility Carried - Item 7/B.F.03>W GRAND BLVD SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>197.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>48.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.32</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.08452</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.08452 42.32)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,613.38</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,704,383</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.29</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1919"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,729</Structure Number - Item 8/B.ID.01><Structure Name>82194-S01</Structure Name><Facility Carried - Item 7/B.F.03>CICOTTE AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>190.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.26</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.179535</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.179535 42.26)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,045.46</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>27.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,410</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.26</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1920"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,519</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SECOND AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN CITY OF WAYNE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,976</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,996</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>59.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.38118</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.38118 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,623.79</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,599,309</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.74</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-05T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1921"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,131</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>HAGGERTY ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LOWER ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON         N/MICHIGAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,931</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>69.83</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.42</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.446915</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.446915 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,638.11</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,524</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.94</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-11T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1922"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,038</Structure Number - Item 8/B.ID.01><Structure Name>50015-B02</Structure Name><Facility Carried - Item 7/B.F.03>M-53 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST POND CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BRUCE TWP SEC 35-36</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,002</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>75.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>60.83</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.82</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.00206</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.00206 42.82)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,592.67</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>57.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,210,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>19.38</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>19</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1923"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,216</Structure Number - Item 8/B.ID.01><Structure Name>82024-S09-4</Structure Name><Facility Carried - Item 7/B.F.03>EB E GRAND BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,021</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>197.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04167</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04167 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,930.42</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,577,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.78</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-03-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1924"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,240</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SB &amp; NB MOUND RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RED RUN DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.1 MI N OF CHICAGO RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>74</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>181.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>10</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.53</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.047516</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.047516 42.53)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,431</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>127.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>812,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>5.6</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1925"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,095</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SEVEN MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TARABUSI DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>LIVONIA        W/MERRIMAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,007</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,007</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>22</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.43</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.36342</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.36342 42.43)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,386</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>63</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,700,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.56</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-06-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1926"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,267</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SHELDON ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>SINES DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CANTON         N/MICHIGAN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,935</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,965</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>1,989</Year Overlaid - B.W.02><Year Painted - B.W.02>1,995</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>40</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.28</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.47611</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.47611 42.28)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,116</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>36.7</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,670,201</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.76</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1927"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,222</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>29 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HEALY BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.9MI EAST OF VAN DYKE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,017</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>26.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>32</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.76</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.98104</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.98104 42.76)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>860.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>815,710</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.88</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-19T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1928"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,081</Structure Number - Item 8/B.ID.01><Structure Name>50061-S09</Structure Name><Facility Carried - Item 7/B.F.03>10.5 MI ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MND RD &amp;RMPS A&amp;B O I-696</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>CITY OF WARREN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,977</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>425.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>11</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.045</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.045 42.48)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>19,733.92</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>32</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,200,036</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.04</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1929"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,852</Structure Number - Item 8/B.ID.01><Structure Name>82191-S27-2</Structure Name><Facility Carried - Item 7/B.F.03>I-75 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GODDARD ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN ALLEN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,017</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>221</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.23</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2125</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2125 42.23)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,989.3</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,595,106</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.73</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1930"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,132</Structure Number - Item 8/B.ID.01><Structure Name>50091-B01</Structure Name><Facility Carried - Item 7/B.F.03>M-19</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ASHERY CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.0 MI S OF MEMPHIS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,928</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,000</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>46.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>46.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.88</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.76819</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.76819 42.88)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,166.9</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>43.3</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>817,204</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>6.59</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1931"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,649</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>GOLDEN LANE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UNKNOWN CHANNEL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W BLOOMFIELD TWP SEC 29</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,997</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>29</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.41758</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.41758 42.55)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>696</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,413,283</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.67</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1932"><Owner - Item 21 + 22/B.CL.01 + 02>Other Local Agencies</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,721</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>RENAISSANCE DR W</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>RING ROAD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>S OF JEFFERSPN AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>0 Other</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,977</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02>2,020</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>36</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>785.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>36</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>03 Gir-Flr Bm Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05 xsi:nil="true" /><Longitude - Item 17/B.L.06 xsi:nil="true" /><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference /><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>52,458.04</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>16.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,805,409</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-07-18T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1933"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,392</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>34 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>HIGHBANK CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.9 MI EAST OF OMO ROAD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,997</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>24.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>39</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>8 Gravel</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.84</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.839165</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.839165 42.84)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>971.1</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>818,502</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.67</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1934"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,400</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>JEWELL ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>YATES DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI SOUTH OF 26 MILE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,004</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>35.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>41</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.71</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.01574</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.01574 42.71)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,467.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>816,307</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.64</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1935"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,521</Structure Number - Item 8/B.ID.01><Structure Name>82122-S33</Structure Name><Facility Carried - Item 7/B.F.03>LFT TRN E INKSTER</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ E LTS OF LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>166.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>22.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.312675</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.312675 42.38)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,729.6</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>20</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,579,508</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.01</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1936"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,068</Structure Number - Item 8/B.ID.01><Structure Name>63174-S09-1</Structure Name><Facility Carried - Item 7/B.F.03>I-75 NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>BIG BEAVER RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TROY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,019</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>231.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>67.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.56</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.15803</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.15803 42.56)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>15,612.75</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>64</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>647,308</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>10.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-07T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1937"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,391</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>E GRAND BOULEVARD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GTW RR &amp; RIVARD ST</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W OF ST AUBIN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>4 Highway-railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,973</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,008</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>6</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>488</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>89</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>6</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.38</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.055214</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.055214 42.38)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>43,432</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>72.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,710,494</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.99</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-11-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1938"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,658</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>INDIANWOOD RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.8 MI W OF M-24</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,024</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>38</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.79</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.26137</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.26137 42.79)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,178</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>655,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>3.12</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1939"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,690</Structure Number - Item 8/B.ID.01><Structure Name>82192-S12</Structure Name><Facility Carried - Item 7/B.F.03>JOY RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-39</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,962</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,010</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>108.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>135.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.21639</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.21639 42.36)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,698.88</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>116</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,677,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.96</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-12-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>20</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1940"><Owner - Item 21 + 22/B.CL.01 + 02>Southfield</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,304</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>TAMARACK TRAIL</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EVANSBRANCHOFROUGE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,987</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,025</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>46.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>31.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>72 Multi Str Timb Deck</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2536</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2536 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,491.42</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>687,208</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.49</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1941"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,163</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>8 MILE RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET GRAND RIVER AND MIDDL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,004</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>76.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.328094</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.328094 42.44)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,353.12</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>60</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,412,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>7.18</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1942"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,344</Structure Number - Item 8/B.ID.01><Structure Name>82101-B02</Structure Name><Facility Carried - Item 7/B.F.03>M-14 (OLD)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>WILLOW CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>2.7 MI E OF WASHTENAW COL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,003</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>38</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.50119</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.50119 42.36)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,672</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>44</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,604,102</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.54</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1943"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,012</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WEST ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANK &amp; POET DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>TRENTON            W/FORT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,020</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>93.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>81.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.14</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20618</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20618 42.14)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>7,627.18</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>63</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,674,210</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1944"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,252</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>NB SCHOENHERR RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PLUM BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.6 MI N OF METRO. PKWY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,991</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>129.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>38.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.57</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.98975</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.98975 42.57)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,027.13</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>29.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>798,810</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>8.53</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-27T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1945"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,148</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LAHSER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET 12 AND 13 MILE RDS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,985</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>64</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.51</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2623</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2623 42.51)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,771.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>685,510</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.62</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1946"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,405</Structure Number - Item 8/B.ID.01><Structure Name>82111-S18</Structure Name><Facility Carried - Item 7/B.F.03>FOREST AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,950</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,994</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,994</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>110.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>103</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.35</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.07208</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.07208 42.35)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,381.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>78</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,584,908</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.73</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1947"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,334</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>30 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>EAST BRANCH COON CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MILES EAST OF OMO RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,980</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>105</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>34.4</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.78</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.85137</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.85137 42.78)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,612</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>5,500,978</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.16</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1948"><Owner - Item 21 + 22/B.CL.01 + 02>Detroit</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,638</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BATES STREET</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PARKING LOT</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>250 FT S OF JEFFERSON AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>0 Other</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,000</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>19</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>294.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>19</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.04299</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.04299 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,448.89</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>28</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,781</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.06</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-07-31T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1949"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,814</Structure Number - Item 8/B.ID.01><Structure Name>00996-C01</Structure Name><Facility Carried - Item 7/B.F.03>DRAHNER ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LONG LAKE OUTLET</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SECT 28/33 OXFORD TWP</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,960</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>20</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>28</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>8 Gravel</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.81</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2845</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2845 42.81)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>560</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>31</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>626,708</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.63</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-08T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1950"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,507</Structure Number - Item 8/B.ID.01><Structure Name>82122-S19-6</Structure Name><Facility Carried - Item 7/B.F.03>SB SERV RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-96</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>6 2d level interchg</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,970</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,014</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,014</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>166</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>72.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.27643</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.27643 42.39)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,035</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>61.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,490</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.26</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-22T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1951"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,327</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>27 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>DEER CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI WEST OF PLACE RD.</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,999</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>57.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.73</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.835625</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.835625 42.73)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,463.79</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.4</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>822,108</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.58</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-30T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1952"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,197</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>LEDGEWOOD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>LAKE SHERWOOD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET LEDGE AND PIKEWOOD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,010</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>62.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>36.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.59</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.53905</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.53905 42.59)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,249.03</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>631,602</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.35</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-04T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1953"><Owner - Item 21 + 22/B.CL.01 + 02>Northville</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,245</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>OLD NOVI ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE RIVER ROUGE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.15 MI E OF OAKLAND AVE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,994</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>34.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>29.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.473366</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.473366 42.44)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>1,040.52</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,412,661</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-24T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1954"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,398</Structure Number - Item 8/B.ID.01><Structure Name>82111-S12</Structure Name><Facility Carried - Item 7/B.F.03>LAFAYETTE BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-10</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,952</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,997</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,997</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>116.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>81.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.056656</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.056656 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>9,542.56</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>49.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,718,963</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.15</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1955"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,144</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>WAYNE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>E N HINES DRIVE</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>LIVONIA   N/ANN ARBR TRL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>6 Highway-waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,947</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,988</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>140.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>07 Frame- Rigid exc Culv</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.36</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.386475</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.386475 42.36)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,723.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>47.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,719,470</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>11.8</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-20T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1956"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,392</Structure Number - Item 8/B.ID.01><Structure Name>82111-S03</Structure Name><Facility Carried - Item 7/B.F.03>LARNED ST</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-375</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,960</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,986</Year Overlaid - B.W.02><Year Painted - B.W.02>2,005</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>4</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>166.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>114</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>4</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.036156</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.036156 42.33)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>18,958.2</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>90</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,585,504</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.84</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-29T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>4</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1957"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,975</Structure Number - Item 8/B.ID.01><Structure Name>82293-S11</Structure Name><Facility Carried - Item 7/B.F.03>SB TO EB I-96</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-275 NB</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.3 MI W OF LIVONIA</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>2,001</Year Overlaid - B.W.02><Year Painted - B.W.02>2,001</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>310.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>44.6</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>3</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.39</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.434</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.434 42.39)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>13,861.68</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>42</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,606,201</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.36</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-23T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1958"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,191</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SILVER BELL</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GTW RR</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>EAST OF GIDDINGS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>2 Railroad</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,010</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>96.6</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>63.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.72</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2567</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2567 42.72)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,163.08</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52.2</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>626,102</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.67</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1959"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,621</Structure Number - Item 8/B.ID.01><Structure Name>82141-B03-3</Structure Name><Facility Carried - Item 7/B.F.03>M-102 EB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PLUM CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.5 MI E OF US-24</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,013</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>75</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>61.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>06 Box Bms- Single/Sprd</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.44</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.270164</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.270164 42.44)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,642.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,817,406</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.6</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-03T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1960"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>7,955</Structure Number - Item 8/B.ID.01><Structure Name>63102-S43</Structure Name><Facility Carried - Item 7/B.F.03>WASHINGTON</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-1 WOODWARD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>AT I-696 &amp; WOODWARD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>96.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>68.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>3</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>4</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.14667</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.14667 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>6,558.03</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>644,804</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1961"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,799</Structure Number - Item 8/B.ID.01><Structure Name>82251-S01</Structure Name><Facility Carried - Item 7/B.F.03>M-3 (GRATIOT AVE)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-375</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>DOWNTOWN DETROIT</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>1,996</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>1,996</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>298.8</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>119.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>0 None</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>8</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.34</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.041336</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.041336 42.34)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>35,796.24</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>89.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,711,788</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.91</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-02T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1962"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,011</Structure Number - Item 8/B.ID.01><Structure Name>50011-S02</Structure Name><Facility Carried - Item 7/B.F.03>M-53 SB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>UTICA RD</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>1.9 MI S OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,963</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>127.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>42.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>2</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.02337</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.02337 42.6)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>5,452.59</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>39.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>813,706</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-04-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1963"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,100</Structure Number - Item 8/B.ID.01><Structure Name>82021-S02</Structure Name><Facility Carried - Item 7/B.F.03>HAGGERTY RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-94</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>5.3 MI E OF WASHTENAW COL</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,974</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,011</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>264</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>90.2</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>6</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.22</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.43995</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.43995 42.22)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>23,812.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>87.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,706,524</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.72</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-08-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1964"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,097</Structure Number - Item 8/B.ID.01><Structure Name>63174-S28</Structure Name><Facility Carried - Item 7/B.F.03>WOODWARD HTS BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ CITY OF HAZEL PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,020</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>184.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>66.7</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>10</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.47</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10899</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10899 42.47)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>12,279.47</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>52</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>644,905</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.56</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-04-17T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>8</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1965"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,571</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>PARTRIDGE CRK BLVD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GLOEDE DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.2 MI S OF M-59</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,005</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>78</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>62</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.62</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.95042</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.95042 42.62)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>4,836</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>54.1</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,210,656</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.25</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1966"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,022</Structure Number - Item 8/B.ID.01><Structure Name>63172-S17</Structure Name><Facility Carried - Item 7/B.F.03>M-15</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>@ M-15</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,005</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>196.2</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>90.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>05 Box Bm/Gird- Multiple</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>8</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.75</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.41952</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.41952 42.75)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>17,814.96</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>72</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>627,809</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.78</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-03-26T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1967"><Owner - Item 21 + 22/B.CL.01 + 02>Southfield</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,299</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>CIVIC CENTER DRIVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SOUTHFIELD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,983</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>126</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>81</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.48</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.284424</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.284424 42.48)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,206</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>62</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>684,205</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.03</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>5</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1968"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,369</Structure Number - Item 8/B.ID.01><Structure Name>82103-S12</Structure Name><Facility Carried - Item 7/B.F.03>THIRD AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>M-8, DAVISON FWY</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>HIGHLAND PARK  E/HAMILTON</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,996</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>212.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>50.1</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>02 Multi Str Non Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>6</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.4</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.10146</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.10146 42.4)</Geo Reference><Transporation Service Center>Detroit</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>10,646.25</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>37</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,625,110</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.54</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>6</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1969"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,075</Structure Number - Item 8/B.ID.01><Structure Name>63174-S12</Structure Name><Facility Carried - Item 7/B.F.03>I-75 ACCESS RAMPS</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>I-75</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN TROY</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,019</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>207.1</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>B Greater than HL 93</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>9</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.6</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.162544</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.162544 42.6)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>11,452.63</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>48</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>625,609</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.21</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-09-16T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>8</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1970"><Owner - Item 21 + 22/B.CL.01 + 02>Dearborn Height</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,335</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>EDGEWOOD AVE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ECORSE CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN HEIGHTS</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,991</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>30.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>25.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.27</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22754</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22754 42.27)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>789.95</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>26</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,646,805</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.22</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-10-14T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>6</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1971"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,328</Structure Number - Item 8/B.ID.01><Structure Name>82081-B04</Structure Name><Facility Carried - Item 7/B.F.03>M-153 WB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN DEARBORN</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,971</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,993</Year Overlaid - B.W.02><Year Painted - B.W.02>1,971</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>290</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>65.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>3 Latex Concrete/Similar</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>4</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.33</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.2411</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.2411 42.33)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>19,111</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>56.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,924,107</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.26</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-05-21T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>12</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>6</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>4</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1972"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,169</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>12 MILE RD (WEST)</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>BET TELEGRAPH AND LAHSER</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,972</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>3</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>115</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>74.5</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>3</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>2 Concrete Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>5 Epoxy Overlay</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>5</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.5</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.278725</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.278725 42.5)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>8,567.5</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>61</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,462,980</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>12.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1973"><Owner - Item 21 + 22/B.CL.01 + 02>Macomb County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>6,378</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>30 MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TUPPER BROOK DRAIN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.4 MI EAST OF HARTWAY RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,969</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>23</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>20</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>3 Steel</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>N N/A (no deck (NBI))</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.78</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-82.89219</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-82.89219 42.78)</Geo Reference><Transporation Service Center>Macomb</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>460</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>0</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>5,500,978</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>2.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-06-10T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1974"><Owner - Item 21 + 22/B.CL.01 + 02>Birmingham</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,578</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BALDWIN AVENUE</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.03 MI N OF W MAPLE</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,009</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>36.5</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>20</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>2 Integral Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.55</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.22378</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.22378 42.55)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>730</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>23</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>613,504</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.02</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-25T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>8</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1975"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>14,276</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>TEN HILL ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>FRANKLIN SUBWATERSHD DRN</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>W BLOOMFIELD TWP SEC 36</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,975</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>2</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>21.3</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>19</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>2</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>0 Unknown</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.53</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.3321</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.3321 42.53)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>404.7</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>19</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>621,604</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.14</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-10-15T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1976"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,596</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>INDIAN TRAIL</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>POLLY ANN TRAIL</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN SUBDIVISION  SEC 3</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>3 Pedestrian-bicycle</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,999</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>27.4</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>27</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>7 Timber</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>01 Slab</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.8</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.28139</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.28139 42.8)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>739.8</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>25</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,412,788</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.69</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-09T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1977"><Owner - Item 21 + 22/B.CL.01 + 02>Oakland County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>8,152</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>ADAMS ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>PAINT CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>SOUTH OF ORION</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,986</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>68.9</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>43.3</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>5 Prestressed Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>32 Multi Str Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>6 MS18(HS20)+mod</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.75</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.19728</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.19728 42.75)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>2,983.37</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>4,415,861</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>15.34</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-09-13T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>8</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1978"><Owner - Item 21 + 22/B.CL.01 + 02>Wayne County</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>12,086</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>SIX MILE ROAD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>MIDDLE ROUGE RIVER</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>NORTHVILLE T W/NORTHV RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>5 Highway-pedestrian</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,933</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02>1,994</Year Overlaid - B.W.02><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>59.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>55.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>07 Frame- Rigid exc Culv</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04>0 Other</Approach Span Material Type - Item 44A/B.SP.04><Approach Span Design Type - Item 44B/B.SP.06>00 Other</Approach Span Design Type - Item 44B/B.SP.06><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>4 M 18 (H 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.41</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.470825</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.470825 42.41)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>3,331.26</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>40</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,680,701</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>4.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2025-05-12T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>P</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>5</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>5</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>6</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1979"><Owner - Item 21 + 22/B.CL.01 + 02>Rochester Hills</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>13,163</Structure Number - Item 8/B.ID.01><Structure Name /><Facility Carried - Item 7/B.F.03>BUTLER RD</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>GALLOWAY CREEK</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>0.38 MILES W OF ADAMS RD</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>5 Waterway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>2,001</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02 /><Year Overlaid - B.W.02 /><Year Painted - B.W.02 /><Total Spans - Item 45+Item 46/B.SP.02>1</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>25.7</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>24.9</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>1</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>1 Concrete</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>19 Culvert</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>6 Bituminous</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>5 MS 18 (HS 20)</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>2</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08 xsi:nil="true" /><Latitude - Item 16/B.L.05>42.66</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.20059</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.20059 42.66)</Geo Reference><Transporation Service Center>Oakland</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>Non-NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>639.93</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>24.9</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>626,004</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>1.07</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2024-11-06T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>N</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>N</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>N</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>7</Culvert Condition Rating Item 62/B.C.04></row>
<row _id="1980"><Owner - Item 21 + 22/B.CL.01 + 02>MDOT</Owner - Item 21 + 22/B.CL.01 + 02><Region - Item 2/B.L.04>Metro</Region - Item 2/B.L.04><Structure Number - Item 8/B.ID.01>11,668</Structure Number - Item 8/B.ID.01><Structure Name>82191-S24</Structure Name><Facility Carried - Item 7/B.F.03>I-75 RAMP C NB</Facility Carried - Item 7/B.F.03><Feature Intersected - Item 6/B.F.03>TOLEDO DIX HWY RAMP D</Feature Intersected - Item 6/B.F.03><Location - Item 9/B.L.06>IN LINCOLN PARK</Location - Item 9/B.L.06><Service Type On - Item 42A/B.F.01+2>1 Highway</Service Type On - Item 42A/B.F.01+2><Service Type Under - Item 42B/B.F.01+2>1 Highway</Service Type Under - Item 42B/B.F.01+2><Year Built - Item 27/B.W.01>1,966</Year Built - Item 27/B.W.01><Year Reconstructed - Item 106/B.W.02>2,002</Year Reconstructed - Item 106/B.W.02><Year Overlaid - B.W.02 /><Year Painted - B.W.02>2,002</Year Painted - B.W.02><Total Spans - Item 45+Item 46/B.SP.02>5</Total Spans - Item 45+Item 46/B.SP.02><Length - Item 49/B.G.02>438</Length - Item 49/B.G.02><Bridge Width Out-to-Out - Item 52/B.G.05>33.8</Bridge Width Out-to-Out - Item 52/B.G.05><Main Span Count - Item 45/B.SP.02>5</Main Span Count - Item 45/B.SP.02><Main Span Material Type - Item 43A/B.SP.04>4 Steel Continuous</Main Span Material Type - Item 43A/B.SP.04><Main Span Design Type - Item 43B/B.SP.06>82 Pl Girder Comp</Main Span Design Type - Item 43B/B.SP.06><Approach Span Count - Item 46/B.SP.02>0</Approach Span Count - Item 46/B.SP.02><Approach Span Material Type - Item 44A/B.SP.04 /><Approach Span Design Type - Item 44B/B.SP.06 /><Wearing Surface - Item 108A/B.SP.10>1 Monolithic Concrete</Wearing Surface - Item 108A/B.SP.10><Design Load - Item 31/B.LR.01>9 MS22.5(HS25)or greater</Design Load - Item 31/B.LR.01><Lanes on Structure - Item 28A/B.BH.08>1</Lanes on Structure - Item 28A/B.BH.08><Lanes under Structure - Item 28B/B.BH.08>7</Lanes under Structure - Item 28B/B.BH.08><Latitude - Item 16/B.L.05>42.24</Latitude - Item 16/B.L.05><Longitude - Item 17/B.L.06>-83.194824</Longitude - Item 17/B.L.06><Report Date>2026-08-05T00:00:00</Report Date><Geo Reference>POINT (-83.194824 42.24)</Geo Reference><Transporation Service Center>Taylor</Transporation Service Center><NBI Indicator>NBI</NBI Indicator><NHS Indicator Item 104/B.H.03>NHS</NHS Indicator Item 104/B.H.03><Bridge Deck Area - B.G.16>14,804.4</Bridge Deck Area - B.G.16><Bridge Width Curb-to-Curb - Item 51/B.G.06>30.5</Bridge Width Curb-to-Curb - Item 51/B.G.06><LRS Route ID Item 13/B.H.06>1,592,401</LRS Route ID Item 13/B.H.06><LRS Mile Point Item 11/B.H.07>0.08</LRS Mile Point Item 11/B.H.07><Inspection Date Item 90/B.IE.02>2026-07-28T00:00:00</Inspection Date Item 90/B.IE.02><Inspection Frequency Item 91/B.IE.05>24</Inspection Frequency Item 91/B.IE.05><Posting Status Item 41/B.IE.02>A</Posting Status Item 41/B.IE.02><Deck Condition Rating Item 58/B.C.01>7</Deck Condition Rating Item 58/B.C.01><Superstructure Condition Rating Item 59/B.C.02>7</Superstructure Condition Rating Item 59/B.C.02><Substructure Condition Rating Item 60/B.C.03>7</Substructure Condition Rating Item 60/B.C.03><Culvert Condition Rating Item 62/B.C.04>N</Culvert Condition Rating Item 62/B.C.04></row>
</data>
